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 February 27, 2021. http://hdl.handle.net/1957/29072.

MLA Handbook (7^th Edition):

McKinnon, Bain Laughlin. “Properties of litharge and glycerine mortars.” 1933. Web. 27 Feb 2021.

Vancouver:

McKinnon BL. Properties of litharge and glycerine mortars. [Internet] [Masters thesis]. Oregon State University; 1933. [cited 2021 Feb 27]. 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. Wilcox, Harry Earl and W. S., Pedersen. Regaged cement mortars.

Degree: B.S., 1912, Michigan State University

URL: http://etd.lib.msu.edu/islandora/object/etd:49357

Subjects/Keywords: Mortar

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APA (6^th Edition):

Wilcox, Harry Earl and W. S., P. (1912). Regaged cement mortars. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:49357

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):

Wilcox, Harry Earl and W. S., Pedersen. “Regaged cement mortars.” 1912. Thesis, Michigan State University. Accessed February 27, 2021. http://etd.lib.msu.edu/islandora/object/etd:49357.

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

MLA Handbook (7^th Edition):

Wilcox, Harry Earl and W. S., Pedersen. “Regaged cement mortars.” 1912. Web. 27 Feb 2021.

Vancouver:

Wilcox, Harry Earl and W. S. P. Regaged cement mortars. [Internet] [Thesis]. Michigan State University; 1912. [cited 2021 Feb 27]. Available from: http://etd.lib.msu.edu/islandora/object/etd:49357.

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

Council of Science Editors:

Wilcox, Harry Earl and W. S. P. Regaged cement mortars. [Thesis]. Michigan State University; 1912. Available from: http://etd.lib.msu.edu/islandora/object/etd:49357

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

Michigan State University

3. 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 February 27, 2021. 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. 27 Feb 2021.

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 2021 Feb 27]. 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

4. 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 February 27, 2021. 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. 27 Feb 2021.

Vancouver:

Shi Y. THE DYNAMIC BEHAVIOR OF SLAG BASED GEOPOLYMER MORTAR UNDER VARIOUS CURING TIMES. [Internet] [Masters thesis]. University of Toronto; 2017. [cited 2021 Feb 27]. 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

Delft University of Technology

5. Garzon Amortegui, Juan Felipe (author). Correlation between the microstructure of mortar and replicated masonry walls.

Degree: 2017, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:fe7f70e1-297a-4eb5-9e1f-665a57bdfc47

►

Due to need for finding a reliable semi destructive test to assess the exiting masonry structures in the region of Groningen, the aim of the… (more)

Subjects/Keywords: Masonry mechanical; Mortar microstructure

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APA (6^th Edition):

Garzon Amortegui, J. F. (. (2017). Correlation between the microstructure of mortar and replicated masonry walls. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:fe7f70e1-297a-4eb5-9e1f-665a57bdfc47

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):

Garzon Amortegui, Juan Felipe (author). “Correlation between the microstructure of mortar and replicated masonry walls.” 2017. Thesis, Delft University of Technology. Accessed February 27, 2021. http://resolver.tudelft.nl/uuid:fe7f70e1-297a-4eb5-9e1f-665a57bdfc47.

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

MLA Handbook (7^th Edition):

Garzon Amortegui, Juan Felipe (author). “Correlation between the microstructure of mortar and replicated masonry walls.” 2017. Web. 27 Feb 2021.

Vancouver:

Garzon Amortegui JF(. Correlation between the microstructure of mortar and replicated masonry walls. [Internet] [Thesis]. Delft University of Technology; 2017. [cited 2021 Feb 27]. Available from: http://resolver.tudelft.nl/uuid:fe7f70e1-297a-4eb5-9e1f-665a57bdfc47.

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

Council of Science Editors:

Garzon Amortegui JF(. Correlation between the microstructure of mortar and replicated masonry walls. [Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:fe7f70e1-297a-4eb5-9e1f-665a57bdfc47

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

Michigan State University

6. Corr, Francis J., Jr. Comparative tests of mortars for use in masonry.

Degree: B.S., 1930, Michigan State University

URL: http://etd.lib.msu.edu/islandora/object/etd:39722

Subjects/Keywords: Mortar – Testing

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APA (6^th Edition):

Corr, Francis J., J. (1930). Comparative tests of mortars for use in masonry. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:39722

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):

Corr, Francis J., Jr. “Comparative tests of mortars for use in masonry.” 1930. Thesis, Michigan State University. Accessed February 27, 2021. http://etd.lib.msu.edu/islandora/object/etd:39722.

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

MLA Handbook (7^th Edition):

Corr, Francis J., Jr. “Comparative tests of mortars for use in masonry.” 1930. Web. 27 Feb 2021.

Vancouver:

Corr, Francis J. J. Comparative tests of mortars for use in masonry. [Internet] [Thesis]. Michigan State University; 1930. [cited 2021 Feb 27]. Available from: http://etd.lib.msu.edu/islandora/object/etd:39722.

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

Council of Science Editors:

Corr, Francis J. J. Comparative tests of mortars for use in masonry. [Thesis]. Michigan State University; 1930. Available from: http://etd.lib.msu.edu/islandora/object/etd:39722

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

Southern Cross University

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

Degree: 2016, Southern Cross University

URL: https://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 https://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 February 27, 2021. https://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. 27 Feb 2021.

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 2021 Feb 27]. Available from: https://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: https://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

Michigan State University

8. 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 February 27, 2021. 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. 27 Feb 2021.

Vancouver:

Leigh AH. Pulverized silica as an admixture in concrete & mortar. [Internet] [Masters thesis]. Michigan State University; 1940. [cited 2021 Feb 27]. 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

Michigan State University

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

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 February 27, 2021. 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. 27 Feb 2021.

Vancouver:

Avery RO. The effect of curing conditions on the tensile strength of super cement mortars. [Internet] [Thesis]. Michigan State University; 1926. [cited 2021 Feb 27]. 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

Universidade do Rio Grande do Sul

10. 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 February 27, 2021. 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. 27 Feb 2021.

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 2021 Feb 27]. 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

11. Lišovský, Martin. Vývoj a vlastnosti historické zdící malty: Development and Propertied of Historic Masonry Mortar.

Degree: 2018, Brno University of Technology

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

► This bachelor’s thesis deals with development and propertied of historic masonry mortar, especially lime mortars and their modifications using pozzolan. In the recipe developed in… (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. (2018). Vývoj a vlastnosti historické zdící malty: Development and Propertied of Historic Masonry Mortar. (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: Development and Propertied of Historic Masonry Mortar.” 2018. Thesis, Brno University of Technology. Accessed February 27, 2021. 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: Development and Propertied of Historic Masonry Mortar.” 2018. Web. 27 Feb 2021.

Vancouver:

Lišovský M. Vývoj a vlastnosti historické zdící malty: Development and Propertied of Historic Masonry Mortar. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2021 Feb 27]. 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: Development and Propertied of Historic Masonry Mortar. [Thesis]. Brno University of Technology; 2018. 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

12. 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 February 27, 2021. 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. 27 Feb 2021.

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 2021 Feb 27]. 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

13. 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 February 27, 2021. 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. 27 Feb 2021.

Vancouver:

V Sk. Experimental studies on strength and durability characteristics of cement mortar embedded with bacterial species;. [Internet] [Thesis]. Anna University; 2015. [cited 2021 Feb 27]. 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

Columbia University

14. Oh, Seo Jun. Comparative Laboratory Evaluation of Natural Hydraulic Lime Mortars for Conservation.

Degree: 2020, Columbia University

URL: https://doi.org/10.7916/d8-yrnn-9w25

► Over the past two decades, natural hydraulic lime (NHL) has become a popular binder in restoration mortars used for the conservation of historic masonry buildings… (more)

▼ Over the past two decades, natural hydraulic lime (NHL) has become a popular binder in restoration mortars used for the conservation of historic masonry buildings in North America. The most obvious advantage of the NHL mortars is a more rapid setting as compared with non-hydraulic hydrated lime (and lime putty) mortars. At the same time, NHL mortars are said to have the favorable attributes of most lime-based formulations, for example, low-to-medium 28-day strength, and relatively high-water vapor transmissivity (WVT). The longer-term performance of NHL mortars, however, is difficult to predict, as they are produced from impure limestones quarried at various geographical locations in Western Europe. As the mineralogy of the source rock varies, so does the chemistry of the individual hydraulic lime. Moreover, the scarcity of manufacturers’ data and of independent laboratory-based literature on NHL mortars is a very significant issue. The concept of pointing mortar as a building component that is sacrificial and “compatible” – as often discussed for NHLs as for other lime mortars – is difficult to translate into conservation practice in the absence of scientific data. Of course, mortar testing data is only one aspect of those issues, as the behavior of the masonry units would also need to be studied on a building-by-building basis, and in a detailed way to understand “compatibility”. The goal of this research is the examination and comparative evaluation of some fundamental properties of NHL mortars. Eleven NHL binders from four different manufacturers were selected for this study, all of them available in the North American market. More than 200 specimens were prepared with a volumetric (1: 2.25) binder- sand ratio, based on a common mix design for restoration mortars used in the field. For comparison purposes, Type O mortars with a volumetric (1 portland cement: 2.5 hydrated lime: 7.9 aggregate) mix ratio were prepared under the same conditions. Experimental programs were created to study three crucial parameters: compressive strength, water vapor transmission, and water absorption by capillary uptake. The testing programs revealed some interesting data, suggesting that the properties of the subject NHL mortars were relatively independent of the classifications of the binders.

Subjects/Keywords: Historic preservation; Grout (Mortar); Lime; Portland cement

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APA (6^th Edition):

Oh, S. J. (2020). Comparative Laboratory Evaluation of Natural Hydraulic Lime Mortars for Conservation. (Masters Thesis). Columbia University. Retrieved from https://doi.org/10.7916/d8-yrnn-9w25

Chicago Manual of Style (16^th Edition):

Oh, Seo Jun. “Comparative Laboratory Evaluation of Natural Hydraulic Lime Mortars for Conservation.” 2020. Masters Thesis, Columbia University. Accessed February 27, 2021. https://doi.org/10.7916/d8-yrnn-9w25.

MLA Handbook (7^th Edition):

Oh, Seo Jun. “Comparative Laboratory Evaluation of Natural Hydraulic Lime Mortars for Conservation.” 2020. Web. 27 Feb 2021.

Vancouver:

Oh SJ. Comparative Laboratory Evaluation of Natural Hydraulic Lime Mortars for Conservation. [Internet] [Masters thesis]. Columbia University; 2020. [cited 2021 Feb 27]. Available from: https://doi.org/10.7916/d8-yrnn-9w25.

Council of Science Editors:

Oh SJ. Comparative Laboratory Evaluation of Natural Hydraulic Lime Mortars for Conservation. [Masters Thesis]. Columbia University; 2020. Available from: https://doi.org/10.7916/d8-yrnn-9w25

Hong Kong University of Science and Technology

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

Degree: 2017, Hong Kong University of Science and Technology

URL: http://repository.ust.hk/ir/Record/1783.1-91248 ; 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 http://repository.ust.hk/ir/Record/1783.1-91248 ; 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 February 27, 2021. http://repository.ust.hk/ir/Record/1783.1-91248 ; 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. 27 Feb 2021.

Vancouver:

Siu MCC. Rapid repairing mortar material for corroded reinforced concrete structure. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2017. [cited 2021 Feb 27]. Available from: http://repository.ust.hk/ir/Record/1783.1-91248 ; 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: http://repository.ust.hk/ir/Record/1783.1-91248 ; 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

16. 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 February 27, 2021. 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. 27 Feb 2021.

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 2021 Feb 27]. 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

Delft University of Technology

17. 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 February 27, 2021. 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. 27 Feb 2021.

Vancouver:

Groot CJWP. Effects of Water on Mortar-Brick Bond. [Internet] [Doctoral dissertation]. Delft University of Technology; 1993. [cited 2021 Feb 27]. 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

University of Texas – Austin

18. Valastro, Salvatore, 1931-. A new technique for the radiocarbon dating of mortar.

Degree: MA, Geological Sciences, 1975, University of Texas – Austin

URL: http://dx.doi.org/10.26153/tsw/10166

► Development of a modified mortar dating technique by the ¹⁴C method is described. This procedure may be very valuable in the detailed dating of the… (more)

▼ Development of a modified mortar dating technique by the ¹⁴C method is described. This procedure may be very valuable in the detailed dating of the construction of ancient buildings and may even resolve different events or phases of construction in the same structure. Carbon-14 analysis of samples is commonly carried out on wood or charcoal derived from wood. The dates obtained from this type of samples often give ages which are too old because they may well refer to the time when the tree was still young and therefore may not reflect the age of construction. Mortar dating, however, refers to the time of building construction because contemporary ¹⁴C in the atmosphere is imbibed by the mortar during the setting or hardening process. Earlier mortar dating attempts were complicated by dead carbon (carbon containing no contemporary ¹⁴C isotope) contributed by limestone or marble contained in the aggregate The new technique is dependent on a method which separates nearly all of the aggregate from the mortar and then evolves only the first fraction of CO₂ during the acidification process. Since the ¹⁴C content of the mortar was totally absorbed as part of atmospheric CO₂, the radiocarbon assay of the sample will give an age equivalent to the setting or hardening process. Five samples of mortar from Stobi were processed and assayed as a preliminary test of the technique. Stobi is an archaeological site in Macedonian Yugoslavia that was an important provincial town during Roman and early Byzantine time. A small sample taken from the narthex floor of the Central Basilica, dated archaeologically as late 4th or 5th century A.D., gave a radiocarbon date of 260 ± 180 A.D. (sample no. Tx-1431). Another sample (Tx-1944) from the same Basilica Floor 1 produced two dates with an average of 372 ± 60 A.D., which is in excellent agreement with the archaeological age estimate. Two samples from the Theater produced six dates averaging 233 ± 32 A.D. (no. Tx-1941, Tx-1942); the archaeological age estimate places the Theater in the late 1st to early 2nd century A.D. Sample no. Tx-1943 taken from the principal construction phase of the Episcopal Basilica* whose archaeological age estimate is about 400 A.D., gave an average age of 302 ± 60 A.D. In the East City Wall area, a layer of mortar with 4th century pottery above and below gave a date (no. Tx-1940) of 115 ± 60 B.C. This particular sample may have been contaminated because the area in which it was taken is subjected to annual flooding. Another possibility is the redeposition of the mortar. Thus, the geologic circumstances that can affect mortar evidently need to be investigated. All the dates above were subsequently corrected for ¹⁴C half-life of 5730 years, dendrochronology, and were tentatively corrected for δ¹³C fractionation Advisors/Committee Members: Folk, Robert L. (advisor).

Subjects/Keywords: Radiocarbon dating; Mortar

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APA (6^th Edition):

Valastro, Salvatore, 1. (1975). A new technique for the radiocarbon dating of mortar. (Masters Thesis). University of Texas – Austin. Retrieved from http://dx.doi.org/10.26153/tsw/10166

Chicago Manual of Style (16^th Edition):

Valastro, Salvatore, 1931-. “A new technique for the radiocarbon dating of mortar.” 1975. Masters Thesis, University of Texas – Austin. Accessed February 27, 2021. http://dx.doi.org/10.26153/tsw/10166.

MLA Handbook (7^th Edition):

Valastro, Salvatore, 1931-. “A new technique for the radiocarbon dating of mortar.” 1975. Web. 27 Feb 2021.

Vancouver:

Valastro, Salvatore 1. A new technique for the radiocarbon dating of mortar. [Internet] [Masters thesis]. University of Texas – Austin; 1975. [cited 2021 Feb 27]. Available from: http://dx.doi.org/10.26153/tsw/10166.

Council of Science Editors:

Valastro, Salvatore 1. A new technique for the radiocarbon dating of mortar. [Masters Thesis]. University of Texas – Austin; 1975. Available from: http://dx.doi.org/10.26153/tsw/10166

19. 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 February 27, 2021. 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. 27 Feb 2021.

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 2021 Feb 27]. 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

20. 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 (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 February 27, 2021. 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. 27 Feb 2021.

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 2021 Feb 27]. 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

21. 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 (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 February 27, 2021. http://hdl.handle.net/1807/80738.

MLA Handbook (7^th Edition):

Zhu, Tingting. “Potential of Cyanobacterial Carbonate Precipitation for Concrete Restoration.” 2017. Web. 27 Feb 2021.

Vancouver:

Zhu T. Potential of Cyanobacterial Carbonate Precipitation for Concrete Restoration. [Internet] [Doctoral dissertation]. University of Toronto; 2017. [cited 2021 Feb 27]. 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

Columbia University

22. Figuereo, Gabriela. Mortar Analysis for Archeological Stratigraphy: The Stadt Huys Block and Seven Hanover Square Sites.

Degree: 2019, Columbia University

URL: https://doi.org/10.7916/d8-xkyk-6709

► The architectural remains uncovered by archaeological excavations offer a unique and invaluable opportunity to analyze early building materials. In particular, the benefits of using mortar… (more)

Subjects/Keywords: Historic preservation; Mortar; Building materials; Archaeology – Methodology

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APA (6^th Edition):

Figuereo, G. (2019). Mortar Analysis for Archeological Stratigraphy: The Stadt Huys Block and Seven Hanover Square Sites. (Masters Thesis). Columbia University. Retrieved from https://doi.org/10.7916/d8-xkyk-6709

Chicago Manual of Style (16^th Edition):

Figuereo, Gabriela. “Mortar Analysis for Archeological Stratigraphy: The Stadt Huys Block and Seven Hanover Square Sites.” 2019. Masters Thesis, Columbia University. Accessed February 27, 2021. https://doi.org/10.7916/d8-xkyk-6709.

MLA Handbook (7^th Edition):

Figuereo, Gabriela. “Mortar Analysis for Archeological Stratigraphy: The Stadt Huys Block and Seven Hanover Square Sites.” 2019. Web. 27 Feb 2021.

Vancouver:

Figuereo G. Mortar Analysis for Archeological Stratigraphy: The Stadt Huys Block and Seven Hanover Square Sites. [Internet] [Masters thesis]. Columbia University; 2019. [cited 2021 Feb 27]. Available from: https://doi.org/10.7916/d8-xkyk-6709.

Council of Science Editors:

Figuereo G. Mortar Analysis for Archeological Stratigraphy: The Stadt Huys Block and Seven Hanover Square Sites. [Masters Thesis]. Columbia University; 2019. Available from: https://doi.org/10.7916/d8-xkyk-6709

Clemson University

23. 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 February 27, 2021. 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. 27 Feb 2021.

Vancouver:

Cooper AJ. Structural Failure Patterns of Mid-Nineteenth Century Masonry Buildings of Charleston. [Internet] [Masters thesis]. Clemson University; 2018. [cited 2021 Feb 27]. 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

University of Bath

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

Degree: PhD, 2012, University of Bath

URL: https://researchportal.bath.ac.uk/en/studentthesis/development-of-bond-strength-in-hydraulic-lime-mortared-brickwork(0497af2f-5562-441e-92db-bb79a23c4de7).html ; 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://researchportal.bath.ac.uk/en/studentthesis/development-of-bond-strength-in-hydraulic-lime-mortared-brickwork(0497af2f-5562-441e-92db-bb79a23c4de7).html ; 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 February 27, 2021. https://researchportal.bath.ac.uk/en/studentthesis/development-of-bond-strength-in-hydraulic-lime-mortared-brickwork(0497af2f-5562-441e-92db-bb79a23c4de7).html ; 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. 27 Feb 2021.

Vancouver:

Zhou Z. Development of bond strength in hydraulic lime mortared brickwork. [Internet] [Doctoral dissertation]. University of Bath; 2012. [cited 2021 Feb 27]. Available from: https://researchportal.bath.ac.uk/en/studentthesis/development-of-bond-strength-in-hydraulic-lime-mortared-brickwork(0497af2f-5562-441e-92db-bb79a23c4de7).html ; 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://researchportal.bath.ac.uk/en/studentthesis/development-of-bond-strength-in-hydraulic-lime-mortared-brickwork(0497af2f-5562-441e-92db-bb79a23c4de7).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.550613

University of Georgia

25. Wehby, Jennifer Leigh. A feasibility study of portable spectroscopy for the analysis of mortar from the House of the Vestals.

Degree: 2014, University of Georgia

URL: http://hdl.handle.net/10724/25702

► Mortar samples from the House of the Vestals, in Pompeii, Italy, were examined with traditional analytical techniques, including X-ray fluorescence, X-ray diffraction and thin section… (more)

Subjects/Keywords: Pompeii; construction; mortar; portable; near-infrared; spectroscopy

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APA (6^th Edition):

Wehby, J. L. (2014). A feasibility study of portable spectroscopy for the analysis of mortar from the House of the Vestals. (Thesis). University of Georgia. Retrieved from http://hdl.handle.net/10724/25702

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):

Wehby, Jennifer Leigh. “A feasibility study of portable spectroscopy for the analysis of mortar from the House of the Vestals.” 2014. Thesis, University of Georgia. Accessed February 27, 2021. http://hdl.handle.net/10724/25702.

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

MLA Handbook (7^th Edition):

Wehby, Jennifer Leigh. “A feasibility study of portable spectroscopy for the analysis of mortar from the House of the Vestals.” 2014. Web. 27 Feb 2021.

Vancouver:

Wehby JL. A feasibility study of portable spectroscopy for the analysis of mortar from the House of the Vestals. [Internet] [Thesis]. University of Georgia; 2014. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/10724/25702.

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

Council of Science Editors:

Wehby JL. A feasibility study of portable spectroscopy for the analysis of mortar from the House of the Vestals. [Thesis]. University of Georgia; 2014. Available from: http://hdl.handle.net/10724/25702

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

Michigan State University

26. 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 February 27, 2021. 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. 27 Feb 2021.

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 2021 Feb 27]. 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

27. Morgan, Kevin Christopher. Evaluation of WMA Technologies and Recycled Asphalt Pavement on Nevada Aggregates.

Degree: 2013, University of Nevada – Reno

URL: http://hdl.handle.net/11714/3210

► Nevada Department of Transportation (NDOT) is currently experimenting with warm mix asphalt (WMA) technologies and recycled asphalt pavement (RAP). The purpose of this experiment is… (more)

▼ Nevada Department of Transportation (NDOT) is currently experimenting with warm mix asphalt (WMA) technologies and recycled asphalt pavement (RAP). The purpose of this experiment is to evaluate the effects of various WMA technologies and various levels of RAP on Nevada mixtures using current Superpave WMA and RAP design techniques. This part of the project evaluated aggregates from Lone Mountain, Rinker, North Tenaya, and Sloan. Advera, Evotherm 3G, and Sonnewarmix, were the WMA technologies evaluated, while plant foaming mixtures will be evaluated at a later time. It was decided that two levels of RAP would be evaluated; one level found through the use of a traditional blending chart and one through a new method known as the mortar experiment. It was also decided that samples mixed at 0.2 percent below optimum binder content (OBC) would be compared to OBC samples. The mortar experiment determined levels of RAP binder replacement for Lone Mountain and Rinker aggregates much lower than the blending chart. The levels were 17 percent and 39 percent, respectively. A mix was successfully designed and tested with 15 percent RAP binder replacement with favorable results; a mix with 35 percent RAP binder replacement will be designed and tested in the near future. It is suggested that further research should be conducted on the mortar method to explore minimization of variables during the experiment. Samples at 0.2 percent binder below the OBC performed comparable to samples at OBC. It is suggested that further analysis of coating and compactability should be performed on the evaluated mixtures as per Superpave WMA standards. As expected, mixes with WMA performed well in resistance to moisture damage and reflective cracking, but did not perform as well in resistance to rutting tests. Mixtures with RAP behaved the opposite; good resistance to rutting but not as good resistance to moisture damage and reflective cracking. Advisors/Committee Members: Hajj, Elie Y. (advisor), Sebaaly, Peter (committee member), Siddharthan, Raj (committee member), Evans, Mariah (committee member).

Subjects/Keywords: Mortar Experiment; Nevada DOT; RAP; WMA; WRSC

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APA (6^th Edition):

Morgan, K. C. (2013). Evaluation of WMA Technologies and Recycled Asphalt Pavement on Nevada Aggregates. (Thesis). University of Nevada – Reno. Retrieved from http://hdl.handle.net/11714/3210

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):

Morgan, Kevin Christopher. “Evaluation of WMA Technologies and Recycled Asphalt Pavement on Nevada Aggregates.” 2013. Thesis, University of Nevada – Reno. Accessed February 27, 2021. http://hdl.handle.net/11714/3210.

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

MLA Handbook (7^th Edition):

Morgan, Kevin Christopher. “Evaluation of WMA Technologies and Recycled Asphalt Pavement on Nevada Aggregates.” 2013. Web. 27 Feb 2021.

Vancouver:

Morgan KC. Evaluation of WMA Technologies and Recycled Asphalt Pavement on Nevada Aggregates. [Internet] [Thesis]. University of Nevada – Reno; 2013. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/11714/3210.

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

Council of Science Editors:

Morgan KC. Evaluation of WMA Technologies and Recycled Asphalt Pavement on Nevada Aggregates. [Thesis]. University of Nevada – Reno; 2013. Available from: http://hdl.handle.net/11714/3210

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

University of Edinburgh

28. 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 February 27, 2021. 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. 27 Feb 2021.

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 2021 Feb 27]. 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

Delft University of Technology

29. Hobson, D.A. (author). 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 (author). “Fibre Reinforced Profiled Mortar Joints for Precast Concrete Structures.” 2014. Masters Thesis, Delft University of Technology. Accessed February 27, 2021. http://resolver.tudelft.nl/uuid:eea2f213-5696-4741-a981-f71d8acd2598.

MLA Handbook (7^th Edition):

Hobson, D A (author). “Fibre Reinforced Profiled Mortar Joints for Precast Concrete Structures.” 2014. Web. 27 Feb 2021.

Vancouver:

Hobson DA(. Fibre Reinforced Profiled Mortar Joints for Precast Concrete Structures. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2021 Feb 27]. 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

30. 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

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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)

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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

Record Details Similar Records Cite « Share

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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 February 27, 2021. 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. 27 Feb 2021.

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 2021 Feb 27]. 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

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