subject:(Mortar)

Oregon State University

1. McKinnon, Bain Laughlin. Properties of litharge and glycerine mortars.

Degree: MS, Chemical Engineering, 1933, Oregon State University

URL: http://hdl.handle.net/1957/29072

Subjects/Keywords: Mortar

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APA (6^th Edition):

McKinnon, B. L. (1933). Properties of litharge and glycerine mortars. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/29072

Chicago Manual of Style (16^th Edition):

McKinnon, Bain Laughlin. “Properties of litharge and glycerine mortars.” 1933. Masters Thesis, Oregon State University. Accessed June 19, 2019. http://hdl.handle.net/1957/29072.

MLA Handbook (7^th Edition):

McKinnon, Bain Laughlin. “Properties of litharge and glycerine mortars.” 1933. Web. 19 Jun 2019.

Vancouver:

McKinnon BL. Properties of litharge and glycerine mortars. [Internet] [Masters thesis]. Oregon State University; 1933. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1957/29072.

Council of Science Editors:

McKinnon BL. Properties of litharge and glycerine mortars. [Masters Thesis]. Oregon State University; 1933. Available from: http://hdl.handle.net/1957/29072

Michigan State University

2. Theroux, Frank Henry. An experimental study of the effect of sand particle shape on the strength of mortar.

Degree: B.S., 1948, Michigan State University

URL: http://etd.lib.msu.edu/islandora/object/etd:16246

Subjects/Keywords: Mortar

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APA (6^th Edition):

Theroux, F. H. (1948). An experimental study of the effect of sand particle shape on the strength of mortar. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:16246

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Theroux, Frank Henry. “An experimental study of the effect of sand particle shape on the strength of mortar.” 1948. Thesis, Michigan State University. Accessed June 19, 2019. http://etd.lib.msu.edu/islandora/object/etd:16246.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Theroux, Frank Henry. “An experimental study of the effect of sand particle shape on the strength of mortar.” 1948. Web. 19 Jun 2019.

Vancouver:

Theroux FH. An experimental study of the effect of sand particle shape on the strength of mortar. [Internet] [Thesis]. Michigan State University; 1948. [cited 2019 Jun 19]. Available from: http://etd.lib.msu.edu/islandora/object/etd:16246.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Theroux FH. An experimental study of the effect of sand particle shape on the strength of mortar. [Thesis]. Michigan State University; 1948. Available from: http://etd.lib.msu.edu/islandora/object/etd:16246

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

University of Toronto

3. Shi, Yirui. THE DYNAMIC BEHAVIOR OF SLAG BASED GEOPOLYMER MORTAR UNDER VARIOUS CURING TIMES.

Degree: 2017, University of Toronto

URL: http://hdl.handle.net/1807/79271

►

Currently, geopolymers (e.g. fly ash and slag) are excellent replacements of the traditional ordinary Portland cement (OPC) concrete due to the less production of carbon… (more)

Subjects/Keywords: DYNAMIC BEHAVIOR; GEOPOLYMER MORTAR; 0543

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APA (6^th Edition):

Shi, Y. (2017). THE DYNAMIC BEHAVIOR OF SLAG BASED GEOPOLYMER MORTAR UNDER VARIOUS CURING TIMES. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/79271

Chicago Manual of Style (16^th Edition):

Shi, Yirui. “THE DYNAMIC BEHAVIOR OF SLAG BASED GEOPOLYMER MORTAR UNDER VARIOUS CURING TIMES.” 2017. Masters Thesis, University of Toronto. Accessed June 19, 2019. http://hdl.handle.net/1807/79271.

MLA Handbook (7^th Edition):

Shi, Yirui. “THE DYNAMIC BEHAVIOR OF SLAG BASED GEOPOLYMER MORTAR UNDER VARIOUS CURING TIMES.” 2017. Web. 19 Jun 2019.

Vancouver:

Shi Y. THE DYNAMIC BEHAVIOR OF SLAG BASED GEOPOLYMER MORTAR UNDER VARIOUS CURING TIMES. [Internet] [Masters thesis]. University of Toronto; 2017. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1807/79271.

Council of Science Editors:

Shi Y. THE DYNAMIC BEHAVIOR OF SLAG BASED GEOPOLYMER MORTAR UNDER VARIOUS CURING TIMES. [Masters Thesis]. University of Toronto; 2017. Available from: http://hdl.handle.net/1807/79271

Southern Cross University

4. Arif, Elisabeth. Development of value added products from sugarcane boiler ashes: utilisation in cements, mortars and concretes.

Degree: 2016, Southern Cross University

URL: http://epubs.scu.edu.au/theses/486

► Sugar-cane bagasse ash (SCBA), from combustion of bagasse fibre at co-generation sugar-cane mills, is an aluminosilicate waste material suitable for studies in concrete as a… (more)

▼ Sugar-cane bagasse ash (SCBA), from combustion of bagasse fibre at co-generation sugar-cane mills, is an aluminosilicate waste material suitable for studies in concrete as a pozzolanic supplementary cementitious material and/or a filler. The use of waste materials as supplementary materials in concretes reduces the problems associated with waste disposal and helps to reduce the environmental impact of the cement industry. The use of waste materials as fillers also alleviates waste disposal and reduces the environmental impacts associated with mining natural resources. However, SCBA must be high in amorphous silica to be pozzolanic and have a small particle size (< 63 μm) to be an effective filler material. The SCBA from a high-efficiency co-generation boiler contains high amounts of silica (78.498%) which is substantially crystalline α-quartz rather than amorphous. The mean particle volume was 56.963 μm hence may be a suitable filler. Pozzolanic reactivity of the SCBA in lime-SCBA pastes confirmed the SCBA had little to no pozzolanic activity. Cement pastes made with partial replacement of cement with the SCBA showed pozzolanic strength gains at 5% replacement. However, at higher replacement levels the comparative strengths were lower than controls, hence the filler effect of the SCBA contributes to strength gain through pore refining. Compressive strengths of standard mortars with partial cement replacement confirmed that the SCBA acts primarily as a pore filler. Hence, the SCBA as a filler replacing sand in concretes up to 20% (by weight of the cement) improved concrete 7, 14, and 28 day strengths. The 90-day strengths were also improved except for the 20% SCBA concrete but was still above the target strength of 40 MPa. The 28 day flexural strength of concretes increased with increasing SCBA. Drying shrinkage of the SCBA concretes improved particularly at 5% replacement level. The SCBA had a large proportion of irregular and porous particles and an LOI of 7.150% hence superplasticizer was required to maintain workability in SCBA concretes. The SCBA pore refining effect improved the acid resistance of standard mortars and concretes submerged in a 1% sulphuric acid solution. However, the Rapid Chloride Penetrability Test (RCPT) test suggests increased permeability to chloride ingress but is possibly a misleading result from interference from SCBA and/or superplasticizer. The use of high volumes of unprocessed SCBA in concretes as filler is a promising solution to SCBA waste disposal and environmental impacts of sand mining. Further the use of low volumes of SCBA as supplementary cementitious materials lessens the environmental impact of concrete and provides alternative income for the sugar-cane industry.

Subjects/Keywords: Concrete; bagasse ash; mortar; pozzolan

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APA (6^th Edition):

Arif, E. (2016). Development of value added products from sugarcane boiler ashes: utilisation in cements, mortars and concretes. (Thesis). Southern Cross University. Retrieved from http://epubs.scu.edu.au/theses/486

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Arif, Elisabeth. “Development of value added products from sugarcane boiler ashes: utilisation in cements, mortars and concretes.” 2016. Thesis, Southern Cross University. Accessed June 19, 2019. http://epubs.scu.edu.au/theses/486.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Arif, Elisabeth. “Development of value added products from sugarcane boiler ashes: utilisation in cements, mortars and concretes.” 2016. Web. 19 Jun 2019.

Vancouver:

Arif E. Development of value added products from sugarcane boiler ashes: utilisation in cements, mortars and concretes. [Internet] [Thesis]. Southern Cross University; 2016. [cited 2019 Jun 19]. Available from: http://epubs.scu.edu.au/theses/486.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Arif E. Development of value added products from sugarcane boiler ashes: utilisation in cements, mortars and concretes. [Thesis]. Southern Cross University; 2016. Available from: http://epubs.scu.edu.au/theses/486

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Cornell University

5. Cheng, Wei. Carbon Sequestration In Concrete .

Degree: 2016, Cornell University

URL: http://hdl.handle.net/1813/44398

► Concern for the environmental impact of increased carbon dioxide in the atmosphere has focused attention on reducing emissions of both natural and industrial carbon dioxide.… (more)

▼ Concern for the environmental impact of increased carbon dioxide in the atmosphere has focused attention on reducing emissions of both natural and industrial carbon dioxide. This thesis explores a method for inhibiting or preventing the oxidation of carbon in plant material by encapsulating biomass in a mortar composed of portland cement, natural sand, and water. The particular biomass in question is bio-char, a pulverized charcoal produced from the pyrolysis of timber cut down due to insect infestation. While some carbon was oxidized during pyrolysis, unless encapsulated to prevent contact with oxygen, the balance of the carbon would eventually form carbon dioxide. Sequestering carbon in a portland cement binder likewise offsets carbon footprint associated with cement production (an essential ingredient in concrete) However, bio-char is a non-traditional ingredient in mortar and concrete with a heretofore unknown impact on the material performance in both the fresh and hardened states. To evaluate the impact of bio-char on fresh and hardened cementitious materials, the bio char was first characterized for particle size distribution, density, and absorption. Mortars were prepared with portland cement, natural sand, and water, with varying percentages of replacement of sand with biochar. Workability was measured via the mortar flow test, air content estimated by the Chace Air Indicator, and hardened mortar evaluated at 1 to 56 days via density, compression strength, and splitting tensile strength. For all mixtures water content was adjusted to maintain a fixed mortar flow. This thesis concentrates on the demonstration and investigation of the impact on mechanical performance including compressive and splitting tensile strength of bio-char mortar when workability of mortar mixture is controlled. The environmental benefit is estimated by means of the author's "carbon sequestration potential", and the trade-off between mechanical performance and environmental benefit demonstrated. Various models are proposed to support hypotheses for the influence of bio-char on mortar behavior. This work has shown that with the workability controlled, compressive and splitting tensile strength decreased exponentially as bio-char content increases. Carbon sequestration potential increases, however with bio-char content, such that production of cementitious materials for various applications is potentially viable for carbon neutral to carbon negative. Advisors/Committee Members: Elliott,John Jack R. (committeeMember).

Subjects/Keywords: Carbon Sequestration; bio-char; mortar

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APA (6^th Edition):

Cheng, W. (2016). Carbon Sequestration In Concrete . (Thesis). Cornell University. Retrieved from http://hdl.handle.net/1813/44398

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Cheng, Wei. “Carbon Sequestration In Concrete .” 2016. Thesis, Cornell University. Accessed June 19, 2019. http://hdl.handle.net/1813/44398.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Cheng, Wei. “Carbon Sequestration In Concrete .” 2016. Web. 19 Jun 2019.

Vancouver:

Cheng W. Carbon Sequestration In Concrete . [Internet] [Thesis]. Cornell University; 2016. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1813/44398.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Cheng W. Carbon Sequestration In Concrete . [Thesis]. Cornell University; 2016. Available from: http://hdl.handle.net/1813/44398

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Michigan State University

6. Avery, Roswell Oscar. The effect of curing conditions on the tensile strength of super cement mortars.

Degree: B.S., 1926, Michigan State University

URL: http://etd.lib.msu.edu/islandora/object/etd:10854

Subjects/Keywords: Mortar; Cement

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APA (6^th Edition):

Avery, R. O. (1926). The effect of curing conditions on the tensile strength of super cement mortars. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:10854

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Avery, Roswell Oscar. “The effect of curing conditions on the tensile strength of super cement mortars.” 1926. Thesis, Michigan State University. Accessed June 19, 2019. http://etd.lib.msu.edu/islandora/object/etd:10854.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Avery, Roswell Oscar. “The effect of curing conditions on the tensile strength of super cement mortars.” 1926. Web. 19 Jun 2019.

Vancouver:

Avery RO. The effect of curing conditions on the tensile strength of super cement mortars. [Internet] [Thesis]. Michigan State University; 1926. [cited 2019 Jun 19]. Available from: http://etd.lib.msu.edu/islandora/object/etd:10854.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Avery RO. The effect of curing conditions on the tensile strength of super cement mortars. [Thesis]. Michigan State University; 1926. Available from: http://etd.lib.msu.edu/islandora/object/etd:10854

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Michigan State University

7. Leigh, Alfred Harle. Pulverized silica as an admixture in concrete & mortar.

Degree: MS, 1940, Michigan State University

URL: http://etd.lib.msu.edu/islandora/object/etd:14186

Subjects/Keywords: Concrete; Mortar

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Leigh, A. H. (1940). Pulverized silica as an admixture in concrete & mortar. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:14186

Chicago Manual of Style (16^th Edition):

Leigh, Alfred Harle. “Pulverized silica as an admixture in concrete & mortar.” 1940. Masters Thesis, Michigan State University. Accessed June 19, 2019. http://etd.lib.msu.edu/islandora/object/etd:14186.

MLA Handbook (7^th Edition):

Leigh, Alfred Harle. “Pulverized silica as an admixture in concrete & mortar.” 1940. Web. 19 Jun 2019.

Vancouver:

Leigh AH. Pulverized silica as an admixture in concrete & mortar. [Internet] [Masters thesis]. Michigan State University; 1940. [cited 2019 Jun 19]. Available from: http://etd.lib.msu.edu/islandora/object/etd:14186.

Council of Science Editors:

Leigh AH. Pulverized silica as an admixture in concrete & mortar. [Masters Thesis]. Michigan State University; 1940. Available from: http://etd.lib.msu.edu/islandora/object/etd:14186

Universidade do Rio Grande do Sul

8. Rubin, Ariane Prevedello. Argamassas autonivelantes industrializadas para contrapiso : análise do desempenho físico-mecânico frente às argamassas dosadas em obra.

Degree: 2015, Universidade do Rio Grande do Sul

URL: http://hdl.handle.net/10183/127871

►

Devido à industrialização e à modernização dos sistemas construtivos, a busca por produtividade e otimização de prazos nos canteiros de obras está cada dia mais… (more)

▼

Devido à industrialização e à modernização dos sistemas construtivos, a busca por produtividade e otimização de prazos nos canteiros de obras está cada dia mais presente no setor da construção civil. A argamassa autonivelante para contrapiso, também conhecida como revestimento contínuo, é um material já conhecido em muitos países da Europa, Estados Unidos e América Latina, com forte tendência de implementação no Brasil. A principal característica é sua elevada fluidez, que permite que o material se auto adense no pavimento aplicado, sob ação da gravidade e da própria capacidade de fluxo, oferecendo alta planicidade, aumentando a produtividade e o controle de qualidade do sistema. Entretanto, algumas manifestações patológicas neste material, como segregação da mistura, falta de aderência, exsudação, fissuras, dentre outras, estão sendo relatadas em obras no Brasil, por empresas e usuários do produto. O presente trabalho buscou então analisar, a partir de avaliações laboratoriais, o desempenho físico-mecânico de argamassas autonivelantes industrializadas brasileiras para contrapiso e seu comportamento em relação aos convencionais métodos de execução com argamassa dosada em obra, do tipo "farofa", frente a ensaios no estado fresco e endurecido. Para tal, foi realizado um levantamento em obras da cidade de Porto Alegre para elencar quais os traços de argamassa para contrapiso estão sendo empregados na construção civil local. Os resultados apontaram, após realização dos ensaios, que as argamassas industrializadas autonivelantes brasileiras estão oferecendo propriedades mecânicas mais satisfatórias do que as especificadas em norma, para o uso de argamassas de contrapiso do tipo "farofa" com traço 1:6 (NBR 13753, (ABNT, 1996)). Entretanto, com desempenho inferior ao que está sendo executado atualmente nas obras da cidade de Porto Alegre, com a utilização da argamassa "farofa" de traço 1:3, requerendo, ainda, algumas melhorias em suas propriedades.

Due to the industrialization and modernization of building systems, the search for productivity and time optimization at construction sites is becoming more present in the construction sector. The self-leveling mortar for subfloor, also known as continuous coating, is a material used in many countries in Europe, USA and Latin America, with strong implementation trend in Brazil. The main feature is its high fluidity, which allows the material to bind when applied under the action of gravity and its own flow capacity, providing high flatness and floor leveling, increasing productivity and quality control. However, some pathological manifestations in this material, as segregation of the mixture, lack of adhesion, bleeding, cracks, among others, are being reported in Brazil, by companies and users of this product. Based on laboratory evaluations this research seeks to analyze the physical-mechanical performance of self-levelling mortars for subfloors compared to traditional methods of mortar implementation, in the fresh and hardened state. For this, a survey was conducted in the…

Advisors/Committee Members: Masuero, Angela Borges, Dal Molin, Denise Carpena Coitinho.

Subjects/Keywords: Contrapisos; Self-levelling mortar; Subfloor mortar; Argamassa autonivelante; Ensaios mecânicos; Dosed mortar at construction sites; Subfloor

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APA (6^th Edition):

Rubin, A. P. (2015). Argamassas autonivelantes industrializadas para contrapiso : análise do desempenho físico-mecânico frente às argamassas dosadas em obra. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/127871

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Rubin, Ariane Prevedello. “Argamassas autonivelantes industrializadas para contrapiso : análise do desempenho físico-mecânico frente às argamassas dosadas em obra.” 2015. Thesis, Universidade do Rio Grande do Sul. Accessed June 19, 2019. http://hdl.handle.net/10183/127871.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Rubin, Ariane Prevedello. “Argamassas autonivelantes industrializadas para contrapiso : análise do desempenho físico-mecânico frente às argamassas dosadas em obra.” 2015. Web. 19 Jun 2019.

Vancouver:

Rubin AP. Argamassas autonivelantes industrializadas para contrapiso : análise do desempenho físico-mecânico frente às argamassas dosadas em obra. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2015. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/10183/127871.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Rubin AP. Argamassas autonivelantes industrializadas para contrapiso : análise do desempenho físico-mecânico frente às argamassas dosadas em obra. [Thesis]. Universidade do Rio Grande do Sul; 2015. Available from: http://hdl.handle.net/10183/127871

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Brno University of Technology

9. Lišovský, Martin. Vývoj a vlastnosti historické zdící malty .

Degree: 2017, Brno University of Technology

URL: http://hdl.handle.net/11012/68611

► Bakalářská práce se zabývá vývojem a vlastnostmi historické malty, zejména pak vápenným maltám a jejich modifikaci pomocí pucolánů. U receptur navržených v experimentální části je… (more)

Subjects/Keywords: Historická zdicí malta; malta; pucolán; vápno; metakaolin; tras; historizující malta.; Historic masonry mortar; mortar; pozzolan; lime; metakaolin; trass; historicizing mortar.

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APA (6^th Edition):

Lišovský, M. (2017). Vývoj a vlastnosti historické zdící malty . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/68611

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Lišovský, Martin. “Vývoj a vlastnosti historické zdící malty .” 2017. Thesis, Brno University of Technology. Accessed June 19, 2019. http://hdl.handle.net/11012/68611.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Lišovský, Martin. “Vývoj a vlastnosti historické zdící malty .” 2017. Web. 19 Jun 2019.

Vancouver:

Lišovský M. Vývoj a vlastnosti historické zdící malty . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/11012/68611.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Lišovský M. Vývoj a vlastnosti historické zdící malty . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/68611

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Universidade do Rio Grande do Norte

10. Santos, Maria Luiza Lopes de Oliveira. Aproveitamento de resíduos minerais na formulação de argamassas para a construção civil .

Degree: 2008, Universidade do Rio Grande do Norte

URL: http://repositorio.ufrn.br/handle/123456789/12711

► Current environmental concerns include the excessive consumption and inefficient use of non-renewable natural resources. The construction industry is considered one of the largest consumers of… (more)

▼ Current environmental concerns include the excessive consumption and inefficient use of non-renewable natural resources. The construction industry is considered one of the largest consumers of natural raw materials, significantly contributing to the environmental degradation of the planet. The use of calcareous quarry (RPPC) and porcelain tile polishing residues (RPP) as partial replacements of the cement in mortars is an interesting alternative to minimize the exploration of considerably large amounts of natural resources. The present study aimed at investigating the properties of fresh and hardened mortars produced using residues to replace cement. The residues used were fully characterized to determine their specific mass, unitary mass, particle size distribution and morphology, and composition. The performance of the mortars was compared to that of reference compositions, prepared without residues. A total of 18 compositions were prepared, 16 using residues and 2 reference ones. The mortars were prepared using Portland CP II F 32 cement, CH I hydrated lime, river sand and tap water. The compositions of the mortars were 1:1:6 and 1:0.5:4.5 (vol%), and water to cement ratios of 1.87 and 1.45 were used, respectively. The mortars in the fresh state were evaluated by consistency index, water retention, density of mass and incorporated air content tests. In their hardened state, the mortars were evaluated by apparent mass density, modulus of elasticity, flexural tensile strength, compressive strength and water absorption by capillarity. The mortars were also analyzed by scanning electron microscopy, energy dispersive spectroscopy, X-ray diffraction and fluorescence. Finally, they were classified according to NBR 13281 standards. The mortars prepared using residues partially replacing the cement exhibited lower modulus of elasticity compared to the reference compositions, thus improving the performance in their intended use. On the downside, the water absorption by capillarity was affected by the presence of residues and both the tensile and compressive strength were reduced. However, from the overall standpoint, the replacement of cement by calcareous quarry or porcelain tile polishing residues did not result in significant changes in the properties of the mortars. Therefore, compositions containing these residues can be used in the construction industry Advisors/Committee Members: Martinelli, Antônio Eduardo (advisor), CPF:15724520800 (advisor), http://lattes.cnpq.br/0022988322449627 (advisor), Melo, Marcus Antônio de Freitas (advisor), CPF:04514998320 (advisor), http://lattes.cnpq.br/5840621182000517 (advisor).

Subjects/Keywords: Argamassa; Resíduos; Microestrutura; Mortar; Residues; Microstructure

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APA (6^th Edition):

Santos, M. L. L. d. O. (2008). Aproveitamento de resíduos minerais na formulação de argamassas para a construção civil . (Thesis). Universidade do Rio Grande do Norte. Retrieved from http://repositorio.ufrn.br/handle/123456789/12711

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Santos, Maria Luiza Lopes de Oliveira. “Aproveitamento de resíduos minerais na formulação de argamassas para a construção civil .” 2008. Thesis, Universidade do Rio Grande do Norte. Accessed June 19, 2019. http://repositorio.ufrn.br/handle/123456789/12711.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Santos, Maria Luiza Lopes de Oliveira. “Aproveitamento de resíduos minerais na formulação de argamassas para a construção civil .” 2008. Web. 19 Jun 2019.

Vancouver:

Santos MLLdO. Aproveitamento de resíduos minerais na formulação de argamassas para a construção civil . [Internet] [Thesis]. Universidade do Rio Grande do Norte; 2008. [cited 2019 Jun 19]. Available from: http://repositorio.ufrn.br/handle/123456789/12711.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Santos MLLdO. Aproveitamento de resíduos minerais na formulação de argamassas para a construção civil . [Thesis]. Universidade do Rio Grande do Norte; 2008. Available from: http://repositorio.ufrn.br/handle/123456789/12711

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Anna University

11. Senthil kumar V. Experimental studies on strength and durability characteristics of cement mortar embedded with bacterial species;.

Degree: Experimental studies on strength and durability characteristics of cement mortar embedded with bacterial species, 2015, Anna University

URL: http://shodhganga.inflibnet.ac.in/handle/10603/50006

►

Microbially Induced calcite Precipitation MICP is a method for newlinethe production of cement based materials It is naturally occurring biological newlineproof that has various applications… (more)

Subjects/Keywords: bacterial species; cement mortar; Civil engineering

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APA (6^th Edition):

V, S. k. (2015). Experimental studies on strength and durability characteristics of cement mortar embedded with bacterial species;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/50006

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

V, Senthil kumar. “Experimental studies on strength and durability characteristics of cement mortar embedded with bacterial species;.” 2015. Thesis, Anna University. Accessed June 19, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/50006.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

V, Senthil kumar. “Experimental studies on strength and durability characteristics of cement mortar embedded with bacterial species;.” 2015. Web. 19 Jun 2019.

Vancouver:

V Sk. Experimental studies on strength and durability characteristics of cement mortar embedded with bacterial species;. [Internet] [Thesis]. Anna University; 2015. [cited 2019 Jun 19]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/50006.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

V Sk. Experimental studies on strength and durability characteristics of cement mortar embedded with bacterial species;. [Thesis]. Anna University; 2015. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/50006

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Clemson University

12. Cooper, Andrea Joyce. Structural Failure Patterns of Mid-Nineteenth Century Masonry Buildings of Charleston.

Degree: MS, Planning, Development, and Preservation, 2018, Clemson University

URL: https://tigerprints.clemson.edu/all_theses/2830

► Structural issues, and even structural failures, have recently emerged in a number of masonry structures built in the mid-19th century (1838-1860) in the Charleston area.… (more)

Subjects/Keywords: Charleston; Earthquake; Masonry; Mid-nineteenth; Mortar; Structure

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APA (6^th Edition):

Cooper, A. J. (2018). Structural Failure Patterns of Mid-Nineteenth Century Masonry Buildings of Charleston. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/2830

Chicago Manual of Style (16^th Edition):

Cooper, Andrea Joyce. “Structural Failure Patterns of Mid-Nineteenth Century Masonry Buildings of Charleston.” 2018. Masters Thesis, Clemson University. Accessed June 19, 2019. https://tigerprints.clemson.edu/all_theses/2830.

MLA Handbook (7^th Edition):

Cooper, Andrea Joyce. “Structural Failure Patterns of Mid-Nineteenth Century Masonry Buildings of Charleston.” 2018. Web. 19 Jun 2019.

Vancouver:

Cooper AJ. Structural Failure Patterns of Mid-Nineteenth Century Masonry Buildings of Charleston. [Internet] [Masters thesis]. Clemson University; 2018. [cited 2019 Jun 19]. Available from: https://tigerprints.clemson.edu/all_theses/2830.

Council of Science Editors:

Cooper AJ. Structural Failure Patterns of Mid-Nineteenth Century Masonry Buildings of Charleston. [Masters Thesis]. Clemson University; 2018. Available from: https://tigerprints.clemson.edu/all_theses/2830

Hong Kong University of Science and Technology

13. Siu, Man Chi CIVL. Rapid repairing mortar material for corroded reinforced concrete structure.

Degree: 2017, Hong Kong University of Science and Technology

URL: https://doi.org/10.14711/thesis-991012551668803412 ; http://repository.ust.hk/ir/bitstream/1783.1-91248/1/th_redirect.html

► After years of service, many concrete buildings are facing the problem of deterioration. In aging buildings, steel corrosion is one of the major problems causing… (more)

Subjects/Keywords: Reinforced concrete; Corrosion; Maintenance and repair; Mortar

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APA (6^th Edition):

Siu, M. C. C. (2017). Rapid repairing mortar material for corroded reinforced concrete structure. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-991012551668803412 ; http://repository.ust.hk/ir/bitstream/1783.1-91248/1/th_redirect.html

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Siu, Man Chi CIVL. “Rapid repairing mortar material for corroded reinforced concrete structure.” 2017. Thesis, Hong Kong University of Science and Technology. Accessed June 19, 2019. https://doi.org/10.14711/thesis-991012551668803412 ; http://repository.ust.hk/ir/bitstream/1783.1-91248/1/th_redirect.html.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Siu, Man Chi CIVL. “Rapid repairing mortar material for corroded reinforced concrete structure.” 2017. Web. 19 Jun 2019.

Vancouver:

Siu MCC. Rapid repairing mortar material for corroded reinforced concrete structure. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2017. [cited 2019 Jun 19]. Available from: https://doi.org/10.14711/thesis-991012551668803412 ; http://repository.ust.hk/ir/bitstream/1783.1-91248/1/th_redirect.html.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Siu MCC. Rapid repairing mortar material for corroded reinforced concrete structure. [Thesis]. Hong Kong University of Science and Technology; 2017. Available from: https://doi.org/10.14711/thesis-991012551668803412 ; http://repository.ust.hk/ir/bitstream/1783.1-91248/1/th_redirect.html

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

University of Bath

14. Zhou, Zhaoxia. Development of bond strength in hydraulic lime mortared brickwork.

Degree: PhD, 2012, University of Bath

URL: https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.550613

► The first recorded use of hydraulic lime in construction can be traced back to at least two thousand years ago. Hydraulic lime, produced through either… (more)

Subjects/Keywords: 666.93; bond strength; brickwork; hydraulic lime mortar

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APA (6^th Edition):

Zhou, Z. (2012). Development of bond strength in hydraulic lime mortared brickwork. (Doctoral Dissertation). University of Bath. Retrieved from https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.550613

Chicago Manual of Style (16^th Edition):

Zhou, Zhaoxia. “Development of bond strength in hydraulic lime mortared brickwork.” 2012. Doctoral Dissertation, University of Bath. Accessed June 19, 2019. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.550613.

MLA Handbook (7^th Edition):

Zhou, Zhaoxia. “Development of bond strength in hydraulic lime mortared brickwork.” 2012. Web. 19 Jun 2019.

Vancouver:

Zhou Z. Development of bond strength in hydraulic lime mortared brickwork. [Internet] [Doctoral dissertation]. University of Bath; 2012. [cited 2019 Jun 19]. Available from: https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.550613.

Council of Science Editors:

Zhou Z. Development of bond strength in hydraulic lime mortared brickwork. [Doctoral Dissertation]. University of Bath; 2012. Available from: https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.550613

Delft University of Technology

15. Groot, C.J.W.P. Effects of Water on Mortar-Brick Bond.

Degree: 1993, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:800957d5-50e0-4bc4-8996-e83e3b4d5487 ; urn:NBN:nl:ui:24-uuid:800957d5-50e0-4bc4-8996-e83e3b4d5487 ; urn:NBN:nl:ui:24-uuid:800957d5-50e0-4bc4-8996-e83e3b4d5487 ; http://resolver.tudelft.nl/uuid:800957d5-50e0-4bc4-8996-e83e3b4d5487

Subjects/Keywords: mortar-brick bond

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APA (6^th Edition):

Groot, C. J. W. P. (1993). Effects of Water on Mortar-Brick Bond. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:800957d5-50e0-4bc4-8996-e83e3b4d5487 ; urn:NBN:nl:ui:24-uuid:800957d5-50e0-4bc4-8996-e83e3b4d5487 ; urn:NBN:nl:ui:24-uuid:800957d5-50e0-4bc4-8996-e83e3b4d5487 ; http://resolver.tudelft.nl/uuid:800957d5-50e0-4bc4-8996-e83e3b4d5487

Chicago Manual of Style (16^th Edition):

Groot, C J W P. “Effects of Water on Mortar-Brick Bond.” 1993. Doctoral Dissertation, Delft University of Technology. Accessed June 19, 2019. http://resolver.tudelft.nl/uuid:800957d5-50e0-4bc4-8996-e83e3b4d5487 ; urn:NBN:nl:ui:24-uuid:800957d5-50e0-4bc4-8996-e83e3b4d5487 ; urn:NBN:nl:ui:24-uuid:800957d5-50e0-4bc4-8996-e83e3b4d5487 ; http://resolver.tudelft.nl/uuid:800957d5-50e0-4bc4-8996-e83e3b4d5487.

MLA Handbook (7^th Edition):

Groot, C J W P. “Effects of Water on Mortar-Brick Bond.” 1993. Web. 19 Jun 2019.

Vancouver:

Groot CJWP. Effects of Water on Mortar-Brick Bond. [Internet] [Doctoral dissertation]. Delft University of Technology; 1993. [cited 2019 Jun 19]. Available from: http://resolver.tudelft.nl/uuid:800957d5-50e0-4bc4-8996-e83e3b4d5487 ; urn:NBN:nl:ui:24-uuid:800957d5-50e0-4bc4-8996-e83e3b4d5487 ; urn:NBN:nl:ui:24-uuid:800957d5-50e0-4bc4-8996-e83e3b4d5487 ; http://resolver.tudelft.nl/uuid:800957d5-50e0-4bc4-8996-e83e3b4d5487.

Council of Science Editors:

Groot CJWP. Effects of Water on Mortar-Brick Bond. [Doctoral Dissertation]. Delft University of Technology; 1993. Available from: http://resolver.tudelft.nl/uuid:800957d5-50e0-4bc4-8996-e83e3b4d5487 ; urn:NBN:nl:ui:24-uuid:800957d5-50e0-4bc4-8996-e83e3b4d5487 ; urn:NBN:nl:ui:24-uuid:800957d5-50e0-4bc4-8996-e83e3b4d5487 ; http://resolver.tudelft.nl/uuid:800957d5-50e0-4bc4-8996-e83e3b4d5487

16. Yacoub, Aiman. Effet du traitement du sable recyclé sur les propriétés du mortier : Effect of recycled sand treatment on the properties of mortar.

Degree: Docteur es, Structures et Matériaux, 2018, Université Paris-Est

URL: http://www.theses.fr/2018PESC1036

►

Les programmes de démolition sont en très forte croissance, notamment dans le cadre des grands projets de ville. La déconstruction engendre des millions de tonnes… (more)

▼

Les programmes de démolition sont en très forte croissance, notamment dans le cadre des grands projets de ville. La déconstruction engendre des millions de tonnes de déchets souvent de nature minérale (béton). Actuellement seule une partie du béton issu de la déconstruction est recyclée, principalement pour des travaux routiers. La valorisation de l’intégralité de ces matériaux en tant que constituants pour la fabrication de bétons recyclés ouvre aujourd’hui de nouvelles perspectives environnementales, économiques et technologiques. Ces perspectives nécessitent de lever certains verrous scientifiques et technologiques. La réutilisation des granulats recyclés de démolition/déconstruction permet de limiter l’extraction des matières premières et donc de participer à la préservation des gisements naturels des granulats.L’incorporation des granulats recyclés affecte les propriétés du béton à l’état frais et à l’état durci. La principale raison est l’absorption d’eau qui est très élevée surtout pour la fraction sable. Il est donc difficile de contrôler le rapport E/C effectif puisqu’il existe la cinétique d’hydratation du ciment et la cinétique d’absorption du sable recyclé (SR). En addition, l’incorporation du SR génère une baisse de résistance mécanique et les propriétés de durabilité du mortier. Cette baisse est liée à la porosité du sable recyclé, aux propriétés de la nouvelle pâte de ciment et aux propriétés mécaniques de la zone d’interface (ITZ). La thèse proposée par le laboratoire FM2D / MaST (IFSTTAR) est intitulée ‘Effet du traitement du sable recyclé sur les propriétés d’un mortier’. Cette thèse porte sur l’étude du comportement du mortier à base de sable recyclé traité et non-traité. Dans le but de résoudre cette problématique, nous proposons 2 approches :-Identifier un degré de saturation optimal du SR pour obtenir un rapport E/C effectif constant.-Améliorer la microstructure du SR par des produits chimiques avant son incorporation dans le mortier. Un procédé de traitement du SR est développé au laboratoire. Les traitements chimiques proposés consistent à diminuer le coefficient d’absorption d’eau du SR en premier lieu. Les propriétés à l’état frais et à l’état durci (résistance en compression, propriétés de durabilité vis-à-vis la corrosion d’armature et retrait) des mortiers à base de SR traité ont été étudiées.Les résultats obtenus durant ce travail de recherche indique un succès du traitement chimique du sable recyclé. Le WAC du SR diminue après traitement et les propriétés du mortier à l’état frais et à l’état durci sont améliorées. Ainsi, les propriétés de durabilité du mortier à base de SR traité sont meilleurs que celles du mortier à base de SR non-traité et dans quelques cas meilleurs que le mortier ordinaire (à base de SN).

The sustainability of primary resources is subjected to continuous threat via the construction industry. In fact, the amount of construction and demolition waste (CDW) produced and dumped into landfills is increasing each year. This situation forced the concrete industry to…

Advisors/Committee Members: Fen chong, Teddy (thesis director).

Subjects/Keywords: Traitement; Durabilité; Mortier; Treatment; Durability; Mortar

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APA (6^th Edition):

Yacoub, A. (2018). Effet du traitement du sable recyclé sur les propriétés du mortier : Effect of recycled sand treatment on the properties of mortar. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2018PESC1036

Chicago Manual of Style (16^th Edition):

Yacoub, Aiman. “Effet du traitement du sable recyclé sur les propriétés du mortier : Effect of recycled sand treatment on the properties of mortar.” 2018. Doctoral Dissertation, Université Paris-Est. Accessed June 19, 2019. http://www.theses.fr/2018PESC1036.

MLA Handbook (7^th Edition):

Yacoub, Aiman. “Effet du traitement du sable recyclé sur les propriétés du mortier : Effect of recycled sand treatment on the properties of mortar.” 2018. Web. 19 Jun 2019.

Vancouver:

Yacoub A. Effet du traitement du sable recyclé sur les propriétés du mortier : Effect of recycled sand treatment on the properties of mortar. [Internet] [Doctoral dissertation]. Université Paris-Est; 2018. [cited 2019 Jun 19]. Available from: http://www.theses.fr/2018PESC1036.

Council of Science Editors:

Yacoub A. Effet du traitement du sable recyclé sur les propriétés du mortier : Effect of recycled sand treatment on the properties of mortar. [Doctoral Dissertation]. Université Paris-Est; 2018. Available from: http://www.theses.fr/2018PESC1036

17. Ferrero, Marie-Adeline. Colonisation et biodétérioration des bétons en milieu marin : mise au point d'essais en laboratoire et influence de la composition chimique du matériau cimentaire : Colonisation and biodeterioration of concrete in marine environment : development of laboratory protocols and influence of chemical composition of the cementitious.

Degree: Docteur es, Génie civil, 2018, Normandie

URL: http://www.theses.fr/2018NORMC248

►

Dans le contexte actuel d’accroissement de la population mondiale, il est nécessaire de construire d’avantage d’infrastructures pour répondre à la pression industrielle grandissante. Ces constructions… (more)

▼

Dans le contexte actuel d’accroissement de la population mondiale, il est nécessaire de construire d’avantage d’infrastructures pour répondre à la pression industrielle grandissante. Ces constructions se font principalement sur la mer comme les ports, les îles artificielles ou encore les logements touristiques. Le béton est le matériau majoritairement utilisé en raison de son faible coût de production mais aussi de sa résistance à l’eau de mer. Comme tout matériau immergé en milieu marin, le béton est colonisé par les organismes vivants, devenant ainsi support de leur développement. Cependant, l’eau de mer est un milieu particulièrement agressif vis-à-vis des matériaux cimentaires ; des dégradations physiques, chimiques et biologiques sont observées dans le temps. Les deux premiers types de dégradation sont particulièrement bien documentés par la communauté scientifique. En revanche, les dégradations biologiques sont peu étudiées. L’objectif de cette thèse est donc de tout d’abord mettre en place un dispositif expérimental en laboratoire, permettant la colonisation d’un matériau cimentaire par des microorganismes. Des outils pertinents pour caractériser le biofilm sur le matériau ont été choisis après une étude bibliographique, dans le but de mieux comprendre la cinétique de colonisation. Des analyses chimiques du matériau ainsi que de l’eau de mer artificielle ont été effectuées à échéances régulières pour évaluer les actions du biofilm sur le matériau cimentaire. Différents matériaux ont été formulés pour étudier l’impact de la formulation sur la colonisation.

In the current context of increased world population, it is necessary to built more infrastructures to meet the increasing industrial pressure. These constructions are erected on the sea as harbors, artificial islands or tourist accommodation. Concrete is mainly used because of its low-cost and durability in the marine environment. Like any material immersed in seawater, concrete is colonized by living organisms, becoming an habitat for their development. However, seawater is a very aggressive environment towards cementitious materials; physical, chemical and biological degradations are observed with time. Nowadays, physical and chemical degradations are well understood and reported in the literature but there is a lack of knowledge concerning biological effects. The aim of this thesis is first develop an experimental device in laboratory, allowing the colonization of cementitious material by microorganisms. Relevant tools to characterize the biofilm on the material were chosen to better understand colonisation’s kinetic. Chemical analysis of material and seawater were made to evaluate the actions of the biofilm on cementitious material. Different materials were produced to study the impact of the formulation on the colonization.

Advisors/Committee Members: Boutouil, Mohamed (thesis director), Claquin, Pascal (thesis director).

Subjects/Keywords: Colonisation; Mortar; Colonization; Biofilm; Diatoms; Biodeterioration

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Ferrero, M. (2018). Colonisation et biodétérioration des bétons en milieu marin : mise au point d'essais en laboratoire et influence de la composition chimique du matériau cimentaire : Colonisation and biodeterioration of concrete in marine environment : development of laboratory protocols and influence of chemical composition of the cementitious. (Doctoral Dissertation). Normandie. Retrieved from http://www.theses.fr/2018NORMC248

Chicago Manual of Style (16^th Edition):

Ferrero, Marie-Adeline. “Colonisation et biodétérioration des bétons en milieu marin : mise au point d'essais en laboratoire et influence de la composition chimique du matériau cimentaire : Colonisation and biodeterioration of concrete in marine environment : development of laboratory protocols and influence of chemical composition of the cementitious.” 2018. Doctoral Dissertation, Normandie. Accessed June 19, 2019. http://www.theses.fr/2018NORMC248.

MLA Handbook (7^th Edition):

Ferrero, Marie-Adeline. “Colonisation et biodétérioration des bétons en milieu marin : mise au point d'essais en laboratoire et influence de la composition chimique du matériau cimentaire : Colonisation and biodeterioration of concrete in marine environment : development of laboratory protocols and influence of chemical composition of the cementitious.” 2018. Web. 19 Jun 2019.

Vancouver:

Ferrero M. Colonisation et biodétérioration des bétons en milieu marin : mise au point d'essais en laboratoire et influence de la composition chimique du matériau cimentaire : Colonisation and biodeterioration of concrete in marine environment : development of laboratory protocols and influence of chemical composition of the cementitious. [Internet] [Doctoral dissertation]. Normandie; 2018. [cited 2019 Jun 19]. Available from: http://www.theses.fr/2018NORMC248.

Council of Science Editors:

Ferrero M. Colonisation et biodétérioration des bétons en milieu marin : mise au point d'essais en laboratoire et influence de la composition chimique du matériau cimentaire : Colonisation and biodeterioration of concrete in marine environment : development of laboratory protocols and influence of chemical composition of the cementitious. [Doctoral Dissertation]. Normandie; 2018. Available from: http://www.theses.fr/2018NORMC248

University of Toronto

18. Zhu, Tingting. Potential of Cyanobacterial Carbonate Precipitation for Concrete Restoration.

Degree: PhD, 2017, University of Toronto

URL: http://hdl.handle.net/1807/80738

► Concrete is a widely used construction material with a global production growing by 2.5% annually. However, concrete can easily be cracked and has a limited… (more)

▼ Concrete is a widely used construction material with a global production growing by 2.5% annually. However, concrete can easily be cracked and has a limited lifespan. Among strategies for healing cracks and recycling concrete, microbial carbonate precipitation (MCP) by nitrogen-involved heterotrophic bacteria showed great potential. In this study, an alternative technology using autophototrophic cyanobacteria is proposed to overcome the pollution generated by urea-based MCP. This study investigated cyanobacterial carbonate precipitation (CCP) in concrete and mortar, and its impact on their performance. Solution composition and cell viability were monitored, morphology of precipitates and the relation of precipitate-cell-substrate was observed with scanning and transmission electron microscopy as well as atomic force microscopy and epifluorescence microscopy. Chemical components were analyzed by energy dispersive X-ray spectroscopy, X-ray diffraction and Raman spectroscopy. The performance of concrete/mortar were evaluated using water absorption tests, sonication tests, compressive strength tests and mercury intrusion tests. Results show that cyanobacteria were able to survive in cement solution for a certain period, the biotic-formed precipitates were different in morphology and achieved higher amount compared to abiotic-formed precipitates. In addition, the calcite-cell aggregate layer was more cohesive on concrete/mortar than the calcite layer formed in the abiotic condition. The durability of concrete/mortar was greatly enhanced by CCP through decreasing the water absorption and porosity, and increasing the compressive strength. Nevertheless, the capability of cyanobacteria improving concrete/mortar properties is strain-dependent, and varies according to environmental conditions. This study concluded that Synechocystis PCC6803 works better than Synechococcus PCC8806 and Synechococcus LS0519. Generally, UV pretreatment of cyanobacteria contributes to better results by producing higher amount of EPS. Consequently, cyanobacteria, especially UV-killed cells, show a great potential for restoring concrete/mortar. Advisors/Committee Members: Dittrich, Maria, Physical and Environmental Sciences.

Subjects/Keywords: Carbonate Precipitation; Concrete Restoration; Cyanobacteria; Mortar; 0768

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Zhu, T. (2017). Potential of Cyanobacterial Carbonate Precipitation for Concrete Restoration. (Doctoral Dissertation). University of Toronto. Retrieved from http://hdl.handle.net/1807/80738

Chicago Manual of Style (16^th Edition):

Zhu, Tingting. “Potential of Cyanobacterial Carbonate Precipitation for Concrete Restoration.” 2017. Doctoral Dissertation, University of Toronto. Accessed June 19, 2019. http://hdl.handle.net/1807/80738.

MLA Handbook (7^th Edition):

Zhu, Tingting. “Potential of Cyanobacterial Carbonate Precipitation for Concrete Restoration.” 2017. Web. 19 Jun 2019.

Vancouver:

Zhu T. Potential of Cyanobacterial Carbonate Precipitation for Concrete Restoration. [Internet] [Doctoral dissertation]. University of Toronto; 2017. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1807/80738.

Council of Science Editors:

Zhu T. Potential of Cyanobacterial Carbonate Precipitation for Concrete Restoration. [Doctoral Dissertation]. University of Toronto; 2017. Available from: http://hdl.handle.net/1807/80738

19. MARKLEY, SHIRLEY VERONICA. Unearthing a forgotten Medieval Building Technique An Examination of Earth Mortared Stone Construction in Later medieval Ireland (1100-1600AD).

Degree: School of Histories & Humanities. Discipline of History, 2018, Trinity College Dublin

URL: http://hdl.handle.net/2262/85147

► In Ireland a largely missing domestic medieval settlement record stimulated archaeological research into understanding its absence. Regional field survey of standing later medieval buildings in… (more)

▼ In Ireland a largely missing domestic medieval settlement record stimulated archaeological research into understanding its absence. Regional field survey of standing later medieval buildings in north-west Ireland combined with national documentary and archaeological research has identified a to date unrecognised medieval building technique ? stone and earth mortared construction. New research has shown that it has been frequently overlooked, ignored or unseen by academics and professionals in the field. Reinterpreted evidence has indicated that poor recording and extensive misclassification has resulted in this medieval construction method remaining obscured in the archaeological settlement record to date. Research demonstrates that stone and earth mortared construction was a common vernacular building tradition utilising stone bonded with earth and sealed by lime plaster renders or lime washes both internally and externally. This construction technique and the materials it used allowed structures to rapidly appear and disappear from the later medieval landscape given weathering effects, masonry reuse, the predominant non use of foundation trenches as well as later landscape disturbances, resulting in little visible archaeological footprint surviving. Only high status earth mortared stone structures such as churches, hall houses and castles survive given their more affluent medieval owners. This construction technique has been substantiated by the new identification of earth mortar construction pits delimiting the external wall lines of stone and earth mortared structures. These earth mortar pits also indicate the position of new buildings not previously identified in the archaeological record to date. Collated research evidence also points at its use as a traditional building technique extending back into the early medieval period and beyond. This research represents the first body of work undertaken on earth mortared stone construction in Ireland with no published works on the subject to date. The identification of this new medieval construction technique has revolutionised current theories on building construction employed by all social classes in later medieval Ireland. Research has established that earth mortar was commonly chosen by rich and poor in stone construction given its proven application, structural capabilities and durability rather than it being an alternative and necessitated building choice. The identification of this new construction technique firmly establishes the rightful position of stone and earth mortar construction within the medieval settlement record in Ireland. Advisors/Committee Members: Ditchburn, David.

Subjects/Keywords: Earth Mortar; Medieval Building Construction; Archaeology

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APA (6^th Edition):

MARKLEY, S. V. (2018). Unearthing a forgotten Medieval Building Technique An Examination of Earth Mortared Stone Construction in Later medieval Ireland (1100-1600AD). (Thesis). Trinity College Dublin. Retrieved from http://hdl.handle.net/2262/85147

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

MARKLEY, SHIRLEY VERONICA. “Unearthing a forgotten Medieval Building Technique An Examination of Earth Mortared Stone Construction in Later medieval Ireland (1100-1600AD).” 2018. Thesis, Trinity College Dublin. Accessed June 19, 2019. http://hdl.handle.net/2262/85147.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

MARKLEY, SHIRLEY VERONICA. “Unearthing a forgotten Medieval Building Technique An Examination of Earth Mortared Stone Construction in Later medieval Ireland (1100-1600AD).” 2018. Web. 19 Jun 2019.

Vancouver:

MARKLEY SV. Unearthing a forgotten Medieval Building Technique An Examination of Earth Mortared Stone Construction in Later medieval Ireland (1100-1600AD). [Internet] [Thesis]. Trinity College Dublin; 2018. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/2262/85147.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

MARKLEY SV. Unearthing a forgotten Medieval Building Technique An Examination of Earth Mortared Stone Construction in Later medieval Ireland (1100-1600AD). [Thesis]. Trinity College Dublin; 2018. Available from: http://hdl.handle.net/2262/85147

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Michigan State University

20. Walker, Reno R. An experimental study of the effect of lime on the tensile strength of super concrete mortars.

Degree: B.S., 1926, Michigan State University

URL: http://etd.lib.msu.edu/islandora/object/etd:13696

Subjects/Keywords: Mortar – Testing; Lime

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APA (6^th Edition):

Walker, R. R. (1926). An experimental study of the effect of lime on the tensile strength of super concrete mortars. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:13696

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Walker, Reno R. “An experimental study of the effect of lime on the tensile strength of super concrete mortars.” 1926. Thesis, Michigan State University. Accessed June 19, 2019. http://etd.lib.msu.edu/islandora/object/etd:13696.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Walker, Reno R. “An experimental study of the effect of lime on the tensile strength of super concrete mortars.” 1926. Web. 19 Jun 2019.

Vancouver:

Walker RR. An experimental study of the effect of lime on the tensile strength of super concrete mortars. [Internet] [Thesis]. Michigan State University; 1926. [cited 2019 Jun 19]. Available from: http://etd.lib.msu.edu/islandora/object/etd:13696.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Walker RR. An experimental study of the effect of lime on the tensile strength of super concrete mortars. [Thesis]. Michigan State University; 1926. Available from: http://etd.lib.msu.edu/islandora/object/etd:13696

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

University of Edinburgh

21. Thacker, Mark Anthony. Constructing lordship in North Atlantic Europe : the archaeology of masonry mortars in the medieval and later buildings of the Scottish North Atlantic.

Degree: PhD, 2017, University of Edinburgh

URL: http://hdl.handle.net/1842/23412

► This thesis investigates the archaeological potential of masonry mortars throughout North Atlantic Europe, with a particular focus on the buildings and environments of medieval northern… (more)

▼ This thesis investigates the archaeological potential of masonry mortars throughout North Atlantic Europe, with a particular focus on the buildings and environments of medieval northern and western Scotland. The results of an extensive non-intrusive survey of medieval and later buildings are presented, within which nine multiphase sites were subject to more comprehensive building, environment and materials analysis. The survey suggests that, in general, different mortar-making techniques had well-defined sub-regional distributions which are not simply a correlate of environmental availability, but developed in different ways over time. Moreover, all of the more comprehensively studied buildings contain evidence of striking material contrasts from phases to phase which has great potential in standing building analysis. Material contrasts in masonry evidence between building phases, between neighbouring buildings, between specific buildings and the regional corpus, and between the regions themselves, are then considered as evidence of changing cultural, chronological and environmental context. The relationship between secular and ecclesiastical buildings across the region is a particular concern. Qualitative lab-based and on-site material interpretations made throughout the thesis are supported by a programme of comparative experimentation. This thesis includes the first comprehensive investigation of lime mortars made from marine shells, the first evidence of lime mortars made from coralline algae, results from the first programme of dating medieval buildings in Scotland through radiocarbon analysis of relict mortar fuel, and microstructural analysis of a large range of medieval mortars from Norway to the Isle of Man. Wider research considers the initial emergence of mortared masonry in North Atlantic Europe and the relationship between clay and lime mortars. Ultimately, by placing the upstanding buildings archaeology at the centre of the medieval and later landscape this thesis will demonstrate that masonry mortars have significant potential to inform our understanding of the cultural and environmental context of lordship construction in the North Atlantic, providing a new focus for further interdisciplinary discourse.

Subjects/Keywords: 936.1; medieval buildings; lime mortar; Northern Scotland; medieval mortar; North Atlantic Europe

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APA (6^th Edition):

Thacker, M. A. (2017). Constructing lordship in North Atlantic Europe : the archaeology of masonry mortars in the medieval and later buildings of the Scottish North Atlantic. (Doctoral Dissertation). University of Edinburgh. Retrieved from http://hdl.handle.net/1842/23412

Chicago Manual of Style (16^th Edition):

Thacker, Mark Anthony. “Constructing lordship in North Atlantic Europe : the archaeology of masonry mortars in the medieval and later buildings of the Scottish North Atlantic.” 2017. Doctoral Dissertation, University of Edinburgh. Accessed June 19, 2019. http://hdl.handle.net/1842/23412.

MLA Handbook (7^th Edition):

Thacker, Mark Anthony. “Constructing lordship in North Atlantic Europe : the archaeology of masonry mortars in the medieval and later buildings of the Scottish North Atlantic.” 2017. Web. 19 Jun 2019.

Vancouver:

Thacker MA. Constructing lordship in North Atlantic Europe : the archaeology of masonry mortars in the medieval and later buildings of the Scottish North Atlantic. [Internet] [Doctoral dissertation]. University of Edinburgh; 2017. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1842/23412.

Council of Science Editors:

Thacker MA. Constructing lordship in North Atlantic Europe : the archaeology of masonry mortars in the medieval and later buildings of the Scottish North Atlantic. [Doctoral Dissertation]. University of Edinburgh; 2017. Available from: http://hdl.handle.net/1842/23412

22. Grafenhorst, Matthias. Zeitadaptive Finite-Elemente-Berechnungen thermomechanisch gekoppelter Problemstellungen sowie Mortarkontakt.

Degree: 2018, Technische Universität Dortmund

URL: https://doi.org/10.21268/20181201-0 ; https://nbn-resolving.org/urn:nbn:de:gbv:104-20181201-00000-2 ; https://dokumente.ub.tu-clausthal.de/receive/clausthal_mods_00000718 ; https://dokumente.ub.tu-clausthal.de/servlets/MCRFileNodeServlet/clausthal_derivate_00000486/Db113877.pdf

► Eine wesentliche Aufgabe im heutigen Ingenieursalltag ist die optimale Auslegung und betriebsnahe Dimensionierung von technischen Bauteilen. Dabei wird im Rahmen der Bemessung eines Bauteils dem… (more)

▼ Eine wesentliche Aufgabe im heutigen Ingenieursalltag ist die optimale Auslegung und betriebsnahe Dimensionierung von technischen Bauteilen. Dabei wird im Rahmen der Bemessung eines Bauteils dem Aspekt Leichtbau eine zunehmende Bedeutung eingeräumt. Damit dennoch bei den geringen Sicherheitsreserven auftretende Lasten risikolos abgeleitet werden können und die Funktion der technischen Komponenten nicht beeinträchtigt wird, sind hochgenaue Vorhersagen zum Verhalten der physikalischen Systeme erforderlich. In diesem Kontext hat sich, getrieben durch die rasante Entwicklung der Computertechnologie, die computergestützte numerische Simulation als leistungsfähige Alternative zu standardisierten Berechnungsverfahren aus Regelwerken etabliert. Innerhalb dieser weitgehend in sich geschlossenen Ingenieursdisziplin nimmt die Methode der finiten Elemente aufgrund ihrer flexiblen Einsatzmöglichkeiten eine zentrale Rolle ein. Als integraler Bestandteil einer CAE-Prozesskette kommt die Finite-Elemente-Analyse durch Aufdeckung konstruktiver Schwachstellen bereits während der Konzeptabwägung einem Werkzeug der Prävention gleich, welches in erheblichem Maß dazu beiträgt, die wirtschaftlichen Anforderungen in Bezug auf eine Verkürzung der Entwicklungszeiten und Senkung der Herstellungskosten zu realisieren. Zu diesem Zweck ist die Weiterentwicklung von numerischen Verfahren zur effizienteren und präziseren Simulation Gegenstand zahlreicher aktiver Forschungsanstrengungen. Die Arbeit liefert einen Beitrag zur Entwicklung effizienter numerischer Lösungsstrategien im Bereich der Finite-Elemente-Methode. Unter diesem Gesichtspunkt werden in dieser Monographie im Rahmen einer modernen konsistenten Raum- und Zeitdiskretisierung die numerische Simulation thermomechanisch gekoppelter transienter Strukturberechnungen in der Dynamik sowie von Interfacekopplungen, mit Bezug zu geometrisch nichtlinearen unilateralen Kontaktproblemen, unter Einbeziehung von Konstitutivmodellen vom Evolutionsgleichungstyp umgesetzt. So sind konkret Zeitintegrationsverfahren höherer Ordnung in Gestalt von steif-genauen diagonal-impliziten Runge-Kutta Verfahren (DIRK) oder der Generalized- Methode in Verbindung mit einem Mehrebenen-Newton- Verfahren auf die raumdiskretisierten Gleichungen, die als Resultat der Raumdiskretisierung mit der h-Version der Finite-Elemente-Methode hervorgehen, und auf die in einem gewöhnlichen Differentialgleichungssystem erster Ordnung zusammengefassten Entwicklungsgleichungen für die inneren Variablen, welche das inelastische Materialverhalten adäquat beschreiben, angewendet worden. Mit der Erweiterung des selbst entwickelten numerischen FEM-Berechnungswerkzeugs um eine auf der Mortar-Methode arbeitenden Kontaktformulierung werden die Analysen zum Fehlerverhalten der Zeitintegrationsverfahren auch auf nicht glatte Interfaceprobleme ausgeweitet. Auf Grundlage einer modernen DAE-Interpretation wird die zur Behandlung von Kontaktproblemen in Kombination mit inelastischen Materialverhalten vom… Advisors/Committee Members: Hartmann, Stefan, Wriggers, Peter.

Subjects/Keywords: ddc:620; Finite-Elemente-Methode – Zeitintegration – Mortar-Element-Methode – Mortar-Kontakt – Anfangsrandwertproblem – Differential-algebraisches Gleichungssystem

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APA (6^th Edition):

Grafenhorst, M. (2018). Zeitadaptive Finite-Elemente-Berechnungen thermomechanisch gekoppelter Problemstellungen sowie Mortarkontakt. (Thesis). Technische Universität Dortmund. Retrieved from https://doi.org/10.21268/20181201-0 ; https://nbn-resolving.org/urn:nbn:de:gbv:104-20181201-00000-2 ; https://dokumente.ub.tu-clausthal.de/receive/clausthal_mods_00000718 ; https://dokumente.ub.tu-clausthal.de/servlets/MCRFileNodeServlet/clausthal_derivate_00000486/Db113877.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Grafenhorst, Matthias. “Zeitadaptive Finite-Elemente-Berechnungen thermomechanisch gekoppelter Problemstellungen sowie Mortarkontakt.” 2018. Thesis, Technische Universität Dortmund. Accessed June 19, 2019. https://doi.org/10.21268/20181201-0 ; https://nbn-resolving.org/urn:nbn:de:gbv:104-20181201-00000-2 ; https://dokumente.ub.tu-clausthal.de/receive/clausthal_mods_00000718 ; https://dokumente.ub.tu-clausthal.de/servlets/MCRFileNodeServlet/clausthal_derivate_00000486/Db113877.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Grafenhorst, Matthias. “Zeitadaptive Finite-Elemente-Berechnungen thermomechanisch gekoppelter Problemstellungen sowie Mortarkontakt.” 2018. Web. 19 Jun 2019.

Vancouver:

Grafenhorst M. Zeitadaptive Finite-Elemente-Berechnungen thermomechanisch gekoppelter Problemstellungen sowie Mortarkontakt. [Internet] [Thesis]. Technische Universität Dortmund; 2018. [cited 2019 Jun 19]. Available from: https://doi.org/10.21268/20181201-0 ; https://nbn-resolving.org/urn:nbn:de:gbv:104-20181201-00000-2 ; https://dokumente.ub.tu-clausthal.de/receive/clausthal_mods_00000718 ; https://dokumente.ub.tu-clausthal.de/servlets/MCRFileNodeServlet/clausthal_derivate_00000486/Db113877.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Grafenhorst M. Zeitadaptive Finite-Elemente-Berechnungen thermomechanisch gekoppelter Problemstellungen sowie Mortarkontakt. [Thesis]. Technische Universität Dortmund; 2018. Available from: https://doi.org/10.21268/20181201-0 ; https://nbn-resolving.org/urn:nbn:de:gbv:104-20181201-00000-2 ; https://dokumente.ub.tu-clausthal.de/receive/clausthal_mods_00000718 ; https://dokumente.ub.tu-clausthal.de/servlets/MCRFileNodeServlet/clausthal_derivate_00000486/Db113877.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Delft University of Technology

23. Hobson, D.A. Fibre Reinforced Profiled Mortar Joints for Precast Concrete Structures:.

Degree: 2014, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:eea2f213-5696-4741-a981-f71d8acd2598

► The precast concrete sector is growing and to continue this growth it is necessary that new innovations, ideas, technologies etc. are developed to improve the… (more)

Subjects/Keywords: precast concrete joints; fibre reinforced mortar; profiled mortar joints; stress-strain relation; stress-crack width relation; fictitious crack model; inverse analysis; multi-layer inverse modelling procedure; tensile strength mortar; compression strength mortar; steel fibre; mortar; thixotropic

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APA (6^th Edition):

Hobson, D. A. (2014). Fibre Reinforced Profiled Mortar Joints for Precast Concrete Structures:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:eea2f213-5696-4741-a981-f71d8acd2598

Chicago Manual of Style (16^th Edition):

Hobson, D A. “Fibre Reinforced Profiled Mortar Joints for Precast Concrete Structures:.” 2014. Masters Thesis, Delft University of Technology. Accessed June 19, 2019. http://resolver.tudelft.nl/uuid:eea2f213-5696-4741-a981-f71d8acd2598.

MLA Handbook (7^th Edition):

Hobson, D A. “Fibre Reinforced Profiled Mortar Joints for Precast Concrete Structures:.” 2014. Web. 19 Jun 2019.

Vancouver:

Hobson DA. Fibre Reinforced Profiled Mortar Joints for Precast Concrete Structures:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Jun 19]. Available from: http://resolver.tudelft.nl/uuid:eea2f213-5696-4741-a981-f71d8acd2598.

Council of Science Editors:

Hobson DA. Fibre Reinforced Profiled Mortar Joints for Precast Concrete Structures:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:eea2f213-5696-4741-a981-f71d8acd2598

24. Phan, Van-Tien. Relationship between the adhesive properties and the rheological behavior of fresh mortars : Relation entre propriétés adhésives et comportement rhéologique des mortiers frais.

Degree: Docteur es, Génie civil, 2012, Cachan, Ecole normale supérieure

URL: http://www.theses.fr/2011DENS00YY

►

Les mortiers colles (prêts à l’emploi) sont caractérisés par une formulation très complexe mettant en contribution plusieurs constituants. En plus des constituants de base (ciment,… (more)

▼

Les mortiers colles (prêts à l’emploi) sont caractérisés par une formulation très complexe mettant en contribution plusieurs constituants. En plus des constituants de base (ciment, chaux, différents sables…), des adjuvants d’origine minérale et/ou organique sont souvent ajoutés. Ces derniers permettent de répondre à un certain nombre d'exigences liées essentiellement à la mise en place de ces matériaux. En effet, lors de l’application d’un mortier colle le produit doit adhérer au support, mais pas à l’outil. En se basant sur les normes actuelles, les propriétés adhésives des mortiers colles sont mesurées au jeune âge mais jamais à l’état frais. Or l’encollage s’effectue généralement dans un temps dit ouvert relativement court (quelques heures) qui dépend du type du mortier colle utilisé. Il est donc nécessaire de s’intéresser à l’évolution des propriétés adhésives à l’état frais ainsi qu’à celle des propriétés rhéologiques. Pour caractériser le comportement rhéologique d’un mortier colle, en régime quasi statique, il faut utiliser une loi de comportement à trois paramètres comprenant un seuil d’écoulement, une viscosité et un indice de fluidité. L’aspect collant du mortier peut être caractérisé en identifiant trois forces caractéristiques : force d’adhérence (par rapport au support), force d’adhésion et enfin la cohésion du matériau. L’objectif de cette de thèse est de déterminer le rôle que jouent différents adjuvants d’origine organique (Ethers de Cellulose, Résines) et/ou minérale (argiles) sur les propriétés de mise en place des mortiers colles, notamment leurs propriétés adhésives et leur comportement rhéologique.

Nowadays, with the development of the construction industry, mortars are produced in factory by specifically designed dry-mix plants, in which mineral binders and aggregates are mixed together in the appropriate way. These dry-mix mortars (ready to use) are characterized by a very complex formulation involving various constituents. In addition to the basic components (cement, lime, sand), different additives and admixtures are often added in the mortar formulations to improve their characteristic and to achieve different technical properties. Indeed, when applying an adhesive mortar, the product must adhere to the application support instead of to the working tool. Depend on their application purposes, the usage of these additives and admixtures must be fully investigated in order to observe the most effective contributions. Based on current standards, the adhesive properties of cement-based mortars are often measured at the early age. However the adhesive properties of mortar is usually said to be open in a relatively short duration (several hours) depending on the type of the mortar used. It is therefore necessary to examine the evolution of adhesive properties in the fresh state as well as the rheological properties with the variation of polymer concentrations. An adhesive mortar in fresh state can be considered as a granular suspension in a complex fluid. The study of the rheological behavior of…

Advisors/Committee Members: Chaouche, Mohend (thesis director).

Subjects/Keywords: Mortier frais adhésif; Relation entre propriétés adhésives et rhéologique du mortier; Mortier frais rhéologique; Adhesive fresh mortar; Relation adhesive rheological properties mortar; Rheological fresh mortar

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Phan, V. (2012). Relationship between the adhesive properties and the rheological behavior of fresh mortars : Relation entre propriétés adhésives et comportement rhéologique des mortiers frais. (Doctoral Dissertation). Cachan, Ecole normale supérieure. Retrieved from http://www.theses.fr/2011DENS00YY

Chicago Manual of Style (16^th Edition):

Phan, Van-Tien. “Relationship between the adhesive properties and the rheological behavior of fresh mortars : Relation entre propriétés adhésives et comportement rhéologique des mortiers frais.” 2012. Doctoral Dissertation, Cachan, Ecole normale supérieure. Accessed June 19, 2019. http://www.theses.fr/2011DENS00YY.

MLA Handbook (7^th Edition):

Phan, Van-Tien. “Relationship between the adhesive properties and the rheological behavior of fresh mortars : Relation entre propriétés adhésives et comportement rhéologique des mortiers frais.” 2012. Web. 19 Jun 2019.

Vancouver:

Phan V. Relationship between the adhesive properties and the rheological behavior of fresh mortars : Relation entre propriétés adhésives et comportement rhéologique des mortiers frais. [Internet] [Doctoral dissertation]. Cachan, Ecole normale supérieure; 2012. [cited 2019 Jun 19]. Available from: http://www.theses.fr/2011DENS00YY.

Council of Science Editors:

Phan V. Relationship between the adhesive properties and the rheological behavior of fresh mortars : Relation entre propriétés adhésives et comportement rhéologique des mortiers frais. [Doctoral Dissertation]. Cachan, Ecole normale supérieure; 2012. Available from: http://www.theses.fr/2011DENS00YY

Universidade do Rio Grande do Sul

25. Ruduit, Felipe Regert. Contribuição ao estudo da aderência de revestimentos de argamassa e chapiscos em substrato de concreto.

Degree: 2009, Universidade do Rio Grande do Sul

URL: http://hdl.handle.net/10183/21920

► A grande ocorrência de manifestações patológicas em revestimentos de argamassa associadas à falha de aderência a substratos de concreto cada vez mais chama a atenção… (more)

▼ A grande ocorrência de manifestações patológicas em revestimentos de argamassa associadas à falha de aderência a substratos de concreto cada vez mais chama a atenção do meio técnico, pois além de prejuízos às edificações, pode representar risco aos usuários, motivando diversos trabalhos sobre o assunto. Abordando o problema, a presente dissertação teve como tema a aderência de revestimentos de argamassa à substratos de concreto estrutural. Além da revisão bibliográfica, foram realizadas uma pesquisa em cima de dados de ensaios de resistência de aderência de revestimentos de argamassa em obras e edificações em uso e um programa experimental executado em laboratório. A pesquisa analisou dados obtidos de determinações de resistência de aderência à tração em revestimentos de argamassa de construções e edificações em uso em cidades do Rio Grande do Sul, principalmente na capital Porto Alegre. As informações foram coletadas de ensaios em analogia à NBR 13528 (ABNT, 1995) realizados pelo Departamento de Materiais de Construção Civil da Fundação de Ciência e Tecnologia (CIENTEC/RS) entre 1998 e 2009, totalizando 2616 resultados. Foram correlacionados resistências de aderência, regiões de ruptura e tipos de revestimentos e substratos com o objetivo de analisar as interações destes parâmetros com os resultados de aderência. Entre as constatações destacam-se a aderência dos revestimentos aplicados sobre substratos de concreto estrutural, inferior aos substratos de alvenaria, que apresentaram média de aderência 60 % superior, e a maior ocorrência e menor valor médio de resistência das rupturas na interface concreto/chapisco nos ensaios realizados em revestimentos sobre concreto, resultados que ressaltam a importância do tema abordado e o programa experimental desta dissertação. O experimento realizado em laboratório analisou a influência da cura do chapisco na resistência de aderência de revestimentos de argamassa sobre painéis de concreto utilizando diferentes chapiscos, três convencionais e um industrializado (do tipo adesivo e aplicado com desempenadeira). Dos chapiscos convencionais, dois utilizaram CP IV-32 com traços 1:2 e 1:3 (em volume) e um utilizou CP II-Z e traço 1:3. As camadas de chapisco, logo após sua aplicação, receberam diferentes tratamentos de cura, variando a temperatura do ambiente (23°C e 50°C) e a umidificação das amostras, mantendo-se fixas a umidade do ambiente, os substratos e os revestimentos aplicados após cura dos chapiscos. A resistência de aderência à tração dos revestimentos foi verificada segundo a NBR 13528 (ABNT, 1995). O chapisco industrializado apresentou resistência de aderência 156 % superior à média dos chapiscos convencionais. Entre os chapiscos convencionais, o cimento utilizado mostrou influência significativa na aderência, onde o CP II-Z apresentou resultados superiores ao CP IV. A temperatura de cura também foi significativa nos valores de aderência dos chapiscos, que apresentaram queda significativa de 47,3 % quando curados com temperatura de 50°C. Corpos-de-prova moldados das… Advisors/Committee Members: Masuero, Angela Borges.

Subjects/Keywords: Argamassa; Bond strength; Concrete substrate; Ensaios de materiais; Resistência de aderência; Cure of slurry mortar; Argamassa de revestimento; Cure temperature; Mortar rendering; Slurry mortar

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APA (6^th Edition):

Ruduit, F. R. (2009). Contribuição ao estudo da aderência de revestimentos de argamassa e chapiscos em substrato de concreto. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/21920

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Ruduit, Felipe Regert. “Contribuição ao estudo da aderência de revestimentos de argamassa e chapiscos em substrato de concreto.” 2009. Thesis, Universidade do Rio Grande do Sul. Accessed June 19, 2019. http://hdl.handle.net/10183/21920.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Ruduit, Felipe Regert. “Contribuição ao estudo da aderência de revestimentos de argamassa e chapiscos em substrato de concreto.” 2009. Web. 19 Jun 2019.

Vancouver:

Ruduit FR. Contribuição ao estudo da aderência de revestimentos de argamassa e chapiscos em substrato de concreto. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2009. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/10183/21920.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Ruduit FR. Contribuição ao estudo da aderência de revestimentos de argamassa e chapiscos em substrato de concreto. [Thesis]. Universidade do Rio Grande do Sul; 2009. Available from: http://hdl.handle.net/10183/21920

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Brno University of Technology

26. Gratclová, Kamila. Možnosti substituce pojiva a plniva požárně odolných správkových malt alternativními surovinami .

Degree: 2014, Brno University of Technology

URL: http://hdl.handle.net/11012/34741

► Problematika ochrany a opravy železobetonových konstrukcí zasažených požárem je s ohledem na dominantní pozici železobetonu jako stavebního materiálu velmi aktuální. Cílem práce je posoudit možnost… (more)

Subjects/Keywords: Požárně odolné správkové malty; polymercementové kompozity; polymercementové malty; vysokopevnostní správkové malty; odolnost proti požáru.; Fire resistant repair mortar; polymer composites; polymer mortar; high strength repair mortar; fire resistance.

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Gratclová, K. (2014). Možnosti substituce pojiva a plniva požárně odolných správkových malt alternativními surovinami . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/34741

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Gratclová, Kamila. “Možnosti substituce pojiva a plniva požárně odolných správkových malt alternativními surovinami .” 2014. Thesis, Brno University of Technology. Accessed June 19, 2019. http://hdl.handle.net/11012/34741.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Gratclová, Kamila. “Možnosti substituce pojiva a plniva požárně odolných správkových malt alternativními surovinami .” 2014. Web. 19 Jun 2019.

Vancouver:

Gratclová K. Možnosti substituce pojiva a plniva požárně odolných správkových malt alternativními surovinami . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/11012/34741.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Gratclová K. Možnosti substituce pojiva a plniva požárně odolných správkových malt alternativními surovinami . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/34741

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Brno University of Technology

27. Koláček, Tomáš. Výzkum v oblasti přípravy zdících malt .

Degree: 2017, Brno University of Technology

URL: http://hdl.handle.net/11012/68663

► Bakalářská práce se zabývá vývojem v oblasti přípravy zdících malt. V teoretické části se zaměřuje na základní poznatky o maltách, na jednotlivé druhy malt, způsoby… (more)

Subjects/Keywords: malta; malta pro zdění; suchá maltová směs; vápno; cement; cement pro zdění; přísady; příměsi; mortar; masonry mortar; dry mortar mixture; lime; cement; masonry cement; additives; admixtures

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Koláček, T. (2017). Výzkum v oblasti přípravy zdících malt . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/68663

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Koláček, Tomáš. “Výzkum v oblasti přípravy zdících malt .” 2017. Thesis, Brno University of Technology. Accessed June 19, 2019. http://hdl.handle.net/11012/68663.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Koláček, Tomáš. “Výzkum v oblasti přípravy zdících malt .” 2017. Web. 19 Jun 2019.

Vancouver:

Koláček T. Výzkum v oblasti přípravy zdících malt . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/11012/68663.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Koláček T. Výzkum v oblasti přípravy zdících malt . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/68663

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

NSYSU

28. Lo, Che-Hung. The research of multi-channels that brick and mortar begin on electronic commerce.

Degree: Master, Information Management, 2016, NSYSU

URL: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0612116-133328

► In recent years, multi-channel has been hot issues in retail. With social media booming, information explodes. The environment of Internet shopping becomes mature. Many famous… (more)

Subjects/Keywords: B2C; bricks and mortar; electronic commerce; multi-channel; brick-and-mortar channel; virtual channel; Internet marketing

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Lo, C. (2016). The research of multi-channels that brick and mortar begin on electronic commerce. (Thesis). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0612116-133328

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Lo, Che-Hung. “The research of multi-channels that brick and mortar begin on electronic commerce.” 2016. Thesis, NSYSU. Accessed June 19, 2019. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0612116-133328.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Lo, Che-Hung. “The research of multi-channels that brick and mortar begin on electronic commerce.” 2016. Web. 19 Jun 2019.

Vancouver:

Lo C. The research of multi-channels that brick and mortar begin on electronic commerce. [Internet] [Thesis]. NSYSU; 2016. [cited 2019 Jun 19]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0612116-133328.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Lo C. The research of multi-channels that brick and mortar begin on electronic commerce. [Thesis]. NSYSU; 2016. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0612116-133328

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

29. Drouet, Guillaume. Méthode locale de type mortar pour le contact dans le cas de maillages incompatibles de degré élevé : Local mortar method for contact problems with high order non-matching meshes.

Degree: Docteur es, Mathématiques appliquées, 2015, Université Toulouse III – Paul Sabatier

URL: http://www.theses.fr/2015TOU30142

►

Dans cette thèse, nous développons une méthode locale de type "mortar" pour traiter le problème de contact avec maillages incompatibles de manière optimale dans un… (more)

▼

Dans cette thèse, nous développons une méthode locale de type "mortar" pour traiter le problème de contact avec maillages incompatibles de manière optimale dans un code de calcul par éléments finis de niveau industriel. Dans la première partie de la thèse, nous introduisons le cadre mathématique de la méthode intitulée "Local Average Contact" (LAC). Cette approche consiste à imposer la condition de non-interpénétration en moyenne sur chaque élément d'un macro-maillage défini de manière idoine. Nous commençons par développer une nouvelle technique de preuve pour démontrer l'optimalité des approches de type inéquation variationnelle discrétisée par éléments finis standards pour le problème de Signorini, sans hypothèse autre que la régularité Sobolev de la solution du problème continu. Puis nous définissons la méthode LAC et démontrons, à l'aide des nouveaux outils techniques, l'optimalité de cette approche locale modélisant le contact unilatéral dans le cas général des maillages incompatibles. Pour finir, nous introduisons la formulation mixte équivalente et démontrons son optimalité et sa stabilité. Dans la seconde partie de la thèse, nous nous intéressons à l'étude numérique de la méthode LAC. Nous confirmons sa capacité à gérer numériquement le contact unilatéral avec maillages incompatibles de manière optimale à l'instar des méthodes "mortar" classiques, tout en restant facilement implémentable dans un code de calcul industriel. On montre ainsi, entre autres, que la méthode passe avec succès le patch test de Taylor. Finalement, nous montrons son apport en terme de robustesse et au niveau de la qualité des pressions de contact sur une étude de type industrielle.

In this thesis, we develop a local "mortar" kind method to deal with the problem of contact with non-matching meshes in an optimal way into a finite element code of industrial level. In the first part of the thesis, we introduce the mathematical framework of the Local Average Contact method (LAC). This approach consists in satisfying the non-interpenetration condition in average on each element of a macro-mesh defined in a suitable way. We start by developing a new technique for proving the optimality of variational inequality approaches discretized by finite elements modeling Signorini problem without other hypothesis than the Sobolev regularity of the solution of the continuous problem. Then we define the LAC method and prove, using the new technical tools, the optimality of this local approach modeling the unilateral contact in the general case of non-matching meshes. Finally, we introduce the equivalent mixed formulation and prove its optimality and stability. In the second part of the thesis, we are interested in the numerical study of the LAC method. We confirm its ability to optimally treat the contact problem when considering non-matching meshes like standard "mortar" methods, while remaining easily implementable in an industrial finite element code. We show, for example, that the method successfully passes the Taylor patch test. Finally, we show…

Advisors/Committee Members: Hild, Patrick (thesis director).

Subjects/Keywords: Mécanique du contact; Méthode mortar; Eléments finis; Contact en moyenne locale; Contact mechanics; Mortar methods; Finite element; Local average contact

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Drouet, G. (2015). Méthode locale de type mortar pour le contact dans le cas de maillages incompatibles de degré élevé : Local mortar method for contact problems with high order non-matching meshes. (Doctoral Dissertation). Université Toulouse III – Paul Sabatier. Retrieved from http://www.theses.fr/2015TOU30142

Chicago Manual of Style (16^th Edition):

Drouet, Guillaume. “Méthode locale de type mortar pour le contact dans le cas de maillages incompatibles de degré élevé : Local mortar method for contact problems with high order non-matching meshes.” 2015. Doctoral Dissertation, Université Toulouse III – Paul Sabatier. Accessed June 19, 2019. http://www.theses.fr/2015TOU30142.

MLA Handbook (7^th Edition):

Drouet, Guillaume. “Méthode locale de type mortar pour le contact dans le cas de maillages incompatibles de degré élevé : Local mortar method for contact problems with high order non-matching meshes.” 2015. Web. 19 Jun 2019.

Vancouver:

Drouet G. Méthode locale de type mortar pour le contact dans le cas de maillages incompatibles de degré élevé : Local mortar method for contact problems with high order non-matching meshes. [Internet] [Doctoral dissertation]. Université Toulouse III – Paul Sabatier; 2015. [cited 2019 Jun 19]. Available from: http://www.theses.fr/2015TOU30142.

Council of Science Editors:

Drouet G. Méthode locale de type mortar pour le contact dans le cas de maillages incompatibles de degré élevé : Local mortar method for contact problems with high order non-matching meshes. [Doctoral Dissertation]. Université Toulouse III – Paul Sabatier; 2015. Available from: http://www.theses.fr/2015TOU30142

Brno University of Technology

30. Bednárková, Jana. Hybridní vrstvy oxidu titaničitého a křemičitého na polymerních nosičích .

Degree: 2013, Brno University of Technology

URL: http://hdl.handle.net/11012/20867

► Bakalářská práce se zabývá fotokatalytickými vrstvami oxidu titaničitého a křemičitého na polymerních nosičích. Teoretická část se věnuje jejich vlastnostem a možnostmi přípravy, přičemž se zaměřuje… (more)

Subjects/Keywords: Oxid titaničitý; oxid křemičitý; fotokatalýza; „brick and mortar“ metoda; Titanium dioxide; silicon dioxide; photocatalysis; “brick and mortar” method

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6^th Edition):

Bednárková, J. (2013). Hybridní vrstvy oxidu titaničitého a křemičitého na polymerních nosičích . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/20867

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^th Edition):

Bednárková, Jana. “Hybridní vrstvy oxidu titaničitého a křemičitého na polymerních nosičích .” 2013. Thesis, Brno University of Technology. Accessed June 19, 2019. http://hdl.handle.net/11012/20867.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^th Edition):

Bednárková, Jana. “Hybridní vrstvy oxidu titaničitého a křemičitého na polymerních nosičích .” 2013. Web. 19 Jun 2019.

Vancouver:

Bednárková J. Hybridní vrstvy oxidu titaničitého a křemičitého na polymerních nosičích . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/11012/20867.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Bednárková J. Hybridní vrstvy oxidu titaničitého a křemičitého na polymerních nosičích . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/20867

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

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Open Access Theses and Dissertations