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You searched for subject:(plate load test). Showing records 1 – 19 of 19 total matches.

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1. Andressa de AraÃjo Carneiro. Estudo da capacidade de carga de uma cÃlula experimental de resÃduos sÃlidos urbanos com base em ensaios de laboratÃrio e campo.

Degree: 2013, Universidade Federal do CearÃ; Programa de PÃs-GraduaÃÃo em Engenharia Civil; UFC; BR

Conselho Nacional de Desenvolvimento CientÃfico e TecnolÃgico

In this research we study the geomechanical behavior of municipal solid waste from the Metropolitan West Caucaia landfill… (more)

Subjects/Keywords: Geotecnica; Aterro sanitÃrio; Landfill, geomechanical behavior, Plate load test.; ENGENHARIA CIVIL

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APA (6th Edition):

Carneiro, A. d. A. (2013). Estudo da capacidade de carga de uma cÃlula experimental de resÃduos sÃlidos urbanos com base em ensaios de laboratÃrio e campo. (Masters Thesis). Universidade Federal do CearÃ; Programa de PÃs-GraduaÃÃo em Engenharia Civil; UFC; BR. Retrieved from http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=10716

Chicago Manual of Style (16th Edition):

Carneiro, Andressa de AraÃjo. “Estudo da capacidade de carga de uma cÃlula experimental de resÃduos sÃlidos urbanos com base em ensaios de laboratÃrio e campo.” 2013. Masters Thesis, Universidade Federal do CearÃ; Programa de PÃs-GraduaÃÃo em Engenharia Civil; UFC; BR. Accessed April 11, 2021. http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=10716.

MLA Handbook (7th Edition):

Carneiro, Andressa de AraÃjo. “Estudo da capacidade de carga de uma cÃlula experimental de resÃduos sÃlidos urbanos com base em ensaios de laboratÃrio e campo.” 2013. Web. 11 Apr 2021.

Vancouver:

Carneiro AdA. Estudo da capacidade de carga de uma cÃlula experimental de resÃduos sÃlidos urbanos com base em ensaios de laboratÃrio e campo. [Internet] [Masters thesis]. Universidade Federal do CearÃ; Programa de PÃs-GraduaÃÃo em Engenharia Civil; UFC; BR; 2013. [cited 2021 Apr 11]. Available from: http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=10716.

Council of Science Editors:

Carneiro AdA. Estudo da capacidade de carga de uma cÃlula experimental de resÃduos sÃlidos urbanos com base em ensaios de laboratÃrio e campo. [Masters Thesis]. Universidade Federal do CearÃ; Programa de PÃs-GraduaÃÃo em Engenharia Civil; UFC; BR; 2013. Available from: http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=10716


University of Alberta

2. Shi,Enjia. Scale Prediction of Crush Rock Shovel Pad Stability.

Degree: MS, Department of Civil and Environmental Engineering, 2014, University of Alberta

 Adverse mining equipment motions give rise to ground deterioration and poor ground conditions will in turn aggravate equipment structural damage as a result of enhanced… (more)

Subjects/Keywords: Cyclic plate load test; CBR test; Shovel pad stability; Crushed limestone; Haul road design

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APA (6th Edition):

Shi,Enjia. (2014). Scale Prediction of Crush Rock Shovel Pad Stability. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/xs55mf56c

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

Shi,Enjia. “Scale Prediction of Crush Rock Shovel Pad Stability.” 2014. Masters Thesis, University of Alberta. Accessed April 11, 2021. https://era.library.ualberta.ca/files/xs55mf56c.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

Shi,Enjia. “Scale Prediction of Crush Rock Shovel Pad Stability.” 2014. Web. 11 Apr 2021.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

Shi,Enjia. Scale Prediction of Crush Rock Shovel Pad Stability. [Internet] [Masters thesis]. University of Alberta; 2014. [cited 2021 Apr 11]. Available from: https://era.library.ualberta.ca/files/xs55mf56c.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

Shi,Enjia. Scale Prediction of Crush Rock Shovel Pad Stability. [Masters Thesis]. University of Alberta; 2014. Available from: https://era.library.ualberta.ca/files/xs55mf56c

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


North Carolina State University

3. Cote, Benjamin Michael. Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades.

Degree: MS, Civil Engineering, 2009, North Carolina State University

 This study evaluated the performance of undercut subgrade stabilization measures during construction traffic loading prior to final paving. Twenty-two simulated undercut sections with different stabilization… (more)

Subjects/Keywords: Subgrade Stabilization; Cyclic Plate Load Test; Undercut; Geosynthetics; Lime; Chemical Stabilization; Construction Platform

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APA (6th Edition):

Cote, B. M. (2009). Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/550

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

Chicago Manual of Style (16th Edition):

Cote, Benjamin Michael. “Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades.” 2009. Thesis, North Carolina State University. Accessed April 11, 2021. http://www.lib.ncsu.edu/resolver/1840.16/550.

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

MLA Handbook (7th Edition):

Cote, Benjamin Michael. “Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades.” 2009. Web. 11 Apr 2021.

Vancouver:

Cote BM. Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades. [Internet] [Thesis]. North Carolina State University; 2009. [cited 2021 Apr 11]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/550.

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

Council of Science Editors:

Cote BM. Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades. [Thesis]. North Carolina State University; 2009. Available from: http://www.lib.ncsu.edu/resolver/1840.16/550

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

4. Brouček Miroslav. Subsoil influenced by groundwater flow .

Degree: 2013, Czech University of Technology

 Even though the soil mechanics has rapidly evolved within last 80 years of its modern history, due to numerous phenomena which influence soils behaviour and… (more)

Subjects/Keywords: unsaturated soils; suction cancellation; internal erosion; influence zone; elastic layer; static plate load test

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APA (6th Edition):

Miroslav, B. (2013). Subsoil influenced by groundwater flow . (Thesis). Czech University of Technology. Retrieved from http://hdl.handle.net/10467/15703

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

Chicago Manual of Style (16th Edition):

Miroslav, Brouček. “Subsoil influenced by groundwater flow .” 2013. Thesis, Czech University of Technology. Accessed April 11, 2021. http://hdl.handle.net/10467/15703.

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

MLA Handbook (7th Edition):

Miroslav, Brouček. “Subsoil influenced by groundwater flow .” 2013. Web. 11 Apr 2021.

Vancouver:

Miroslav B. Subsoil influenced by groundwater flow . [Internet] [Thesis]. Czech University of Technology; 2013. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10467/15703.

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

Council of Science Editors:

Miroslav B. Subsoil influenced by groundwater flow . [Thesis]. Czech University of Technology; 2013. Available from: http://hdl.handle.net/10467/15703

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


Brno University of Technology

5. Kopylov, Gleb. Analýza únosnosti sendvičového panelu při smykovém zatížení: Analysis of a Sandwich panel under compressive loading.

Degree: 2019, Brno University of Technology

 Main purpose of this bachelor’s thesis was to design appropriate simulation of the in-plane shear test and confirm it. Types of the composite panel failures… (more)

Subjects/Keywords: Sendvičová doska; kompozitné lamináty; šmykové zaťaženie; Patran analýzy; wrinkling; crimping; šmyková napätosť; jednoosá šmyková skúška; Sandwich plate; composite laminate; shear load; Patran analysis; wrinkling; crimping; shear stress; uniaxial shear test

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

APA (6th Edition):

Kopylov, G. (2019). Analýza únosnosti sendvičového panelu při smykovém zatížení: Analysis of a Sandwich panel under compressive loading. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/60050

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

Chicago Manual of Style (16th Edition):

Kopylov, Gleb. “Analýza únosnosti sendvičového panelu při smykovém zatížení: Analysis of a Sandwich panel under compressive loading.” 2019. Thesis, Brno University of Technology. Accessed April 11, 2021. http://hdl.handle.net/11012/60050.

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

MLA Handbook (7th Edition):

Kopylov, Gleb. “Analýza únosnosti sendvičového panelu při smykovém zatížení: Analysis of a Sandwich panel under compressive loading.” 2019. Web. 11 Apr 2021.

Vancouver:

Kopylov G. Analýza únosnosti sendvičového panelu při smykovém zatížení: Analysis of a Sandwich panel under compressive loading. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/11012/60050.

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

Council of Science Editors:

Kopylov G. Analýza únosnosti sendvičového panelu při smykovém zatížení: Analysis of a Sandwich panel under compressive loading. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/60050

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


University of Pretoria

6. Barnard, Hendrik Francois Taljaard. The effect of bedding errors on the accuracy of plate load tests.

Degree: Civil Engineering, 2013, University of Pretoria

 A series of plate load tests were conducted at the experimental farm of the University of Pretoria. The test areas were levelled by means of… (more)

Subjects/Keywords: Plate load tests; Methods; Thin layer of plaster of paris; Thin layer of well-graded sand; Using only hand tools; Test apparatus; UCTD

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

APA (6th Edition):

Barnard, H. F. (2013). The effect of bedding errors on the accuracy of plate load tests. (Masters Thesis). University of Pretoria. Retrieved from http://hdl.handle.net/2263/40828

Chicago Manual of Style (16th Edition):

Barnard, Hendrik Francois. “The effect of bedding errors on the accuracy of plate load tests.” 2013. Masters Thesis, University of Pretoria. Accessed April 11, 2021. http://hdl.handle.net/2263/40828.

MLA Handbook (7th Edition):

Barnard, Hendrik Francois. “The effect of bedding errors on the accuracy of plate load tests.” 2013. Web. 11 Apr 2021.

Vancouver:

Barnard HF. The effect of bedding errors on the accuracy of plate load tests. [Internet] [Masters thesis]. University of Pretoria; 2013. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/2263/40828.

Council of Science Editors:

Barnard HF. The effect of bedding errors on the accuracy of plate load tests. [Masters Thesis]. University of Pretoria; 2013. Available from: http://hdl.handle.net/2263/40828


Louisiana State University

7. Seyman, Ekrem. Laboratory evaluation of in-situ tests as potential quality control/quality assurance tools.

Degree: MSCE, Civil and Environmental Engineering, 2003, Louisiana State University

 There are new in-situ test devices such as the Geogauge, Light Falling Weight Deflectometer (LFWD) and Dynamic Cone Penetrometer (DCP). Unlike the nuclear density gauge,… (more)

Subjects/Keywords: DCP; nuclear density gauge; stiffness; CBR; plate load test; LFWD; geogauge

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APA (6th Edition):

Seyman, E. (2003). Laboratory evaluation of in-situ tests as potential quality control/quality assurance tools. (Masters Thesis). Louisiana State University. Retrieved from etd-0903103-182255 ; https://digitalcommons.lsu.edu/gradschool_theses/2601

Chicago Manual of Style (16th Edition):

Seyman, Ekrem. “Laboratory evaluation of in-situ tests as potential quality control/quality assurance tools.” 2003. Masters Thesis, Louisiana State University. Accessed April 11, 2021. etd-0903103-182255 ; https://digitalcommons.lsu.edu/gradschool_theses/2601.

MLA Handbook (7th Edition):

Seyman, Ekrem. “Laboratory evaluation of in-situ tests as potential quality control/quality assurance tools.” 2003. Web. 11 Apr 2021.

Vancouver:

Seyman E. Laboratory evaluation of in-situ tests as potential quality control/quality assurance tools. [Internet] [Masters thesis]. Louisiana State University; 2003. [cited 2021 Apr 11]. Available from: etd-0903103-182255 ; https://digitalcommons.lsu.edu/gradschool_theses/2601.

Council of Science Editors:

Seyman E. Laboratory evaluation of in-situ tests as potential quality control/quality assurance tools. [Masters Thesis]. Louisiana State University; 2003. Available from: etd-0903103-182255 ; https://digitalcommons.lsu.edu/gradschool_theses/2601

8. Luciene Santos de Moraes. Prova de carga dinâmica em placa.

Degree: 2005, University of São Paulo

A prova de carga dinâmica é freqüentemente utilizada na determinação da capacidade de carga de fundações por estacas cravadas e há relatos de uso com… (more)

Subjects/Keywords: prova de carga dinâmica; prova de carga direta; solo colapsível; colapsive soil; dynamic load test; plate load test

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APA (6th Edition):

Moraes, L. S. d. (2005). Prova de carga dinâmica em placa. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-07042006-113853/

Chicago Manual of Style (16th Edition):

Moraes, Luciene Santos de. “Prova de carga dinâmica em placa.” 2005. Masters Thesis, University of São Paulo. Accessed April 11, 2021. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-07042006-113853/.

MLA Handbook (7th Edition):

Moraes, Luciene Santos de. “Prova de carga dinâmica em placa.” 2005. Web. 11 Apr 2021.

Vancouver:

Moraes LSd. Prova de carga dinâmica em placa. [Internet] [Masters thesis]. University of São Paulo; 2005. [cited 2021 Apr 11]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-07042006-113853/.

Council of Science Editors:

Moraes LSd. Prova de carga dinâmica em placa. [Masters Thesis]. University of São Paulo; 2005. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-07042006-113853/

9. Břešťovský Petr. Problematika měření únosnosti pražcového podloží pomocí rázového modulu deformace .

Degree: 2013, Czech University of Technology

 Rázová zatěžovací zkouška měřená pomocí lehké dynamické desky je v současné době používaná pouze jako doplňková metoda měření k únosnostem získaných pomocí statické zatěžovací zkoušky.… (more)

Subjects/Keywords: Pražcové podloží; Zemní pláň; Pláň tělesa železničního spodku; Statická zatěžovací zkouška; Rázová zatěžovací zkouška; Statický modul přetvárnosti; Rázový modul deformace; Lehká dynamická deska; Track bed; Sugrade surface; Sub-ballast surface; Static plate load test; Dynamic plate load test; Static deformation modulus; Dynamic deformation modulus; Light falling weigth deflectometer

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APA (6th Edition):

Petr, B. (2013). Problematika měření únosnosti pražcového podloží pomocí rázového modulu deformace . (Thesis). Czech University of Technology. Retrieved from http://hdl.handle.net/10467/18581

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

Chicago Manual of Style (16th Edition):

Petr, Břešťovský. “Problematika měření únosnosti pražcového podloží pomocí rázového modulu deformace .” 2013. Thesis, Czech University of Technology. Accessed April 11, 2021. http://hdl.handle.net/10467/18581.

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

MLA Handbook (7th Edition):

Petr, Břešťovský. “Problematika měření únosnosti pražcového podloží pomocí rázového modulu deformace .” 2013. Web. 11 Apr 2021.

Vancouver:

Petr B. Problematika měření únosnosti pražcového podloží pomocí rázového modulu deformace . [Internet] [Thesis]. Czech University of Technology; 2013. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10467/18581.

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

Council of Science Editors:

Petr B. Problematika měření únosnosti pražcového podloží pomocí rázového modulu deformace . [Thesis]. Czech University of Technology; 2013. Available from: http://hdl.handle.net/10467/18581

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


Brno University of Technology

10. Kozáková, Marcela. Ověření spolupůsobení základové desky a piloty: Verification of interaction between the foundation plate and the pile.

Degree: 2018, Brno University of Technology

 The doctoral thesis deal with the interaction between the foundation plate and deep foundation in the form of bored piles in the case of skeleton… (more)

Subjects/Keywords: základová deska; vrtaná pilota; spolupůsobení; přerozdělení napětí; mobilizace únosnosti; osové zatížení; plášťové tření; únosnost na patě piloty; kontaktní napětí; statická zatěžovací zkouška; nivelační měření; numerický model; foundation plate; bored pile; interaction; redistribution of tension; mobilization of load capacity; axial load; sheathing friction; load capacity on the bottom of the pile; contact tension; static load test; levelling; numerical model

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

APA (6th Edition):

Kozáková, M. (2018). Ověření spolupůsobení základové desky a piloty: Verification of interaction between the foundation plate and the pile. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/136951

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

Chicago Manual of Style (16th Edition):

Kozáková, Marcela. “Ověření spolupůsobení základové desky a piloty: Verification of interaction between the foundation plate and the pile.” 2018. Thesis, Brno University of Technology. Accessed April 11, 2021. http://hdl.handle.net/11012/136951.

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

MLA Handbook (7th Edition):

Kozáková, Marcela. “Ověření spolupůsobení základové desky a piloty: Verification of interaction between the foundation plate and the pile.” 2018. Web. 11 Apr 2021.

Vancouver:

Kozáková M. Ověření spolupůsobení základové desky a piloty: Verification of interaction between the foundation plate and the pile. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/11012/136951.

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

Council of Science Editors:

Kozáková M. Ověření spolupůsobení základové desky a piloty: Verification of interaction between the foundation plate and the pile. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/136951

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

11. Yuri Daniel Jatobá Costa. Estudo do comportamento de solo não saturado através de provas de carga em placa.

Degree: 1999, University of São Paulo

Este trabalho apresenta resultados de provas de carga em placa com monitoramento do teor de umidade e da sucção matricial do solo, realizadas a 1,5… (more)

Subjects/Keywords: Prova de carga em placa; Solos colapsíveis; Solos não saturados; TDR; Collapsible soils; Plate load test; TDR; Unsaturated soils

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

APA (6th Edition):

Costa, Y. D. J. (1999). Estudo do comportamento de solo não saturado através de provas de carga em placa. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-21032007-100535/

Chicago Manual of Style (16th Edition):

Costa, Yuri Daniel Jatobá. “Estudo do comportamento de solo não saturado através de provas de carga em placa.” 1999. Masters Thesis, University of São Paulo. Accessed April 11, 2021. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-21032007-100535/.

MLA Handbook (7th Edition):

Costa, Yuri Daniel Jatobá. “Estudo do comportamento de solo não saturado através de provas de carga em placa.” 1999. Web. 11 Apr 2021.

Vancouver:

Costa YDJ. Estudo do comportamento de solo não saturado através de provas de carga em placa. [Internet] [Masters thesis]. University of São Paulo; 1999. [cited 2021 Apr 11]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-21032007-100535/.

Council of Science Editors:

Costa YDJ. Estudo do comportamento de solo não saturado através de provas de carga em placa. [Masters Thesis]. University of São Paulo; 1999. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-21032007-100535/

12. Marcos Fernando Macacari. Variação da capacidade de carga com a sucção e profundidade em ensaios de placa em solo colapsível.

Degree: 2001, University of São Paulo

Este trabalho apresenta os resultados de provas de carga em placa com monitoramento da sucção e do teor de umidade, realizadas nas profundidades de 1,5,… (more)

Subjects/Keywords: Capacidade de carga; Prova de carga em placa; Solos colapsíveis; Solos não saturados; Collapsible soils; Load capacity; Plate load test; Unsaturated soils

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

APA (6th Edition):

Macacari, M. F. (2001). Variação da capacidade de carga com a sucção e profundidade em ensaios de placa em solo colapsível. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-29012016-122933/

Chicago Manual of Style (16th Edition):

Macacari, Marcos Fernando. “Variação da capacidade de carga com a sucção e profundidade em ensaios de placa em solo colapsível.” 2001. Masters Thesis, University of São Paulo. Accessed April 11, 2021. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-29012016-122933/.

MLA Handbook (7th Edition):

Macacari, Marcos Fernando. “Variação da capacidade de carga com a sucção e profundidade em ensaios de placa em solo colapsível.” 2001. Web. 11 Apr 2021.

Vancouver:

Macacari MF. Variação da capacidade de carga com a sucção e profundidade em ensaios de placa em solo colapsível. [Internet] [Masters thesis]. University of São Paulo; 2001. [cited 2021 Apr 11]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-29012016-122933/.

Council of Science Editors:

Macacari MF. Variação da capacidade de carga com a sucção e profundidade em ensaios de placa em solo colapsível. [Masters Thesis]. University of São Paulo; 2001. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-29012016-122933/

13. Wilson Cartaxo Soares. Estacas de compactação para melhoria de solo.

Degree: 2002, University of São Paulo

Este trabalho apresenta alguns parâmetros geotécnicos do solo arenoso na região litorânea de João Pessoa/PB, após a melhoria com estacas de compactação, instaladas pelo método… (more)

Subjects/Keywords: diagrama de cravação; estaca de compactação; índice de resistência à penetração; prova de carga estática; compaction piles; drive diagram; plate load test; standard penetration test

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APA (6th Edition):

Soares, W. C. (2002). Estacas de compactação para melhoria de solo. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-28072006-142637/

Chicago Manual of Style (16th Edition):

Soares, Wilson Cartaxo. “Estacas de compactação para melhoria de solo.” 2002. Masters Thesis, University of São Paulo. Accessed April 11, 2021. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-28072006-142637/.

MLA Handbook (7th Edition):

Soares, Wilson Cartaxo. “Estacas de compactação para melhoria de solo.” 2002. Web. 11 Apr 2021.

Vancouver:

Soares WC. Estacas de compactação para melhoria de solo. [Internet] [Masters thesis]. University of São Paulo; 2002. [cited 2021 Apr 11]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-28072006-142637/.

Council of Science Editors:

Soares WC. Estacas de compactação para melhoria de solo. [Masters Thesis]. University of São Paulo; 2002. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-28072006-142637/

14. Marina Prearo Benvenutti Almeida. Prova de carga rápida com recalque estabilizado.

Degree: 2009, University of São Paulo

A prova de carga estática lenta é tradicional na engenharia de fundações, no mundo todo. Mas sua realização pode envolver um tempo excessivo e, por… (more)

Subjects/Keywords: Capacidade de carga; Ensaio de placa; Método do equilíbrio; Prova de carga; Recalque; Solo colapsível; Bearing capacity; Colapsive soil; Load test; Method of equilibrium; Plate load test; Settlements

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APA (6th Edition):

Almeida, M. P. B. (2009). Prova de carga rápida com recalque estabilizado. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-23032010-101635/

Chicago Manual of Style (16th Edition):

Almeida, Marina Prearo Benvenutti. “Prova de carga rápida com recalque estabilizado.” 2009. Masters Thesis, University of São Paulo. Accessed April 11, 2021. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-23032010-101635/.

MLA Handbook (7th Edition):

Almeida, Marina Prearo Benvenutti. “Prova de carga rápida com recalque estabilizado.” 2009. Web. 11 Apr 2021.

Vancouver:

Almeida MPB. Prova de carga rápida com recalque estabilizado. [Internet] [Masters thesis]. University of São Paulo; 2009. [cited 2021 Apr 11]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-23032010-101635/.

Council of Science Editors:

Almeida MPB. Prova de carga rápida com recalque estabilizado. [Masters Thesis]. University of São Paulo; 2009. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-23032010-101635/

15. Oh, Won Taek. Simple Techniques for the Implementation of the Mechanics of Unsaturated Soils into Engineering Practice .

Degree: 2012, University of Ottawa

 Over the past 50 years, several advancements have been made in the research area of the mechanics of unsaturated soils. These advancements can be categorized… (more)

Subjects/Keywords: unsaturated soil; suction measurement; bearing capacity; elastic modulus; shear modulus; pocket penetrometer; tensiometer; plate load test; stress versus settlement

…122 Figure 4.1 Estimation of initial tangent elastic modulus from plate load test… …162 Figure 4.23 In-situ plate load test results by Costa et al. (2003)… …167 Figure 4.24 In-situ plate load test results by Rojas et al. (2007)… …for the in-situ plate load test results by Costa et al. (2003)… …the in-situ plate load test results by Rojas et al. (2007)… 

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APA (6th Edition):

Oh, W. T. (2012). Simple Techniques for the Implementation of the Mechanics of Unsaturated Soils into Engineering Practice . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/23533

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

Chicago Manual of Style (16th Edition):

Oh, Won Taek. “Simple Techniques for the Implementation of the Mechanics of Unsaturated Soils into Engineering Practice .” 2012. Thesis, University of Ottawa. Accessed April 11, 2021. http://hdl.handle.net/10393/23533.

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

MLA Handbook (7th Edition):

Oh, Won Taek. “Simple Techniques for the Implementation of the Mechanics of Unsaturated Soils into Engineering Practice .” 2012. Web. 11 Apr 2021.

Vancouver:

Oh WT. Simple Techniques for the Implementation of the Mechanics of Unsaturated Soils into Engineering Practice . [Internet] [Thesis]. University of Ottawa; 2012. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10393/23533.

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

Council of Science Editors:

Oh WT. Simple Techniques for the Implementation of the Mechanics of Unsaturated Soils into Engineering Practice . [Thesis]. University of Ottawa; 2012. Available from: http://hdl.handle.net/10393/23533

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

16. Marijuan, Alberto Rodriguez. Offshore Floating Platforms : Analysis of a solution for motion mitigation.

Degree: Structural Engineering and Bridges, 2017, KTH

  Recent events regarding energy policies throughout the globe and advances in technology are making offshore wind farms become a reality. Most offshore wind farms… (more)

Subjects/Keywords: Offshore Wind; floating platform; wave tank test; hydrodynamic pressure; structural; hydrodynamic load; heave plate.; Infrastructure Engineering; Infrastrukturteknik

…response of the plate under uniform distributed load and under the load distribution obtained in… …Plots comparing the response of the plate under uniform distributed load and under the load… …4.4.2 Wave Tank Tests . . . . . . 4.5 Plate loads analysis . . . . . . . . . 4.6 Structural… …Load Case Definition . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38… …5.4.1 Quality assessment . . . . . . . 5.4.2 Displacement . . . . . . . . . . 5.4.3 Plate… 

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APA (6th Edition):

Marijuan, A. R. (2017). Offshore Floating Platforms : Analysis of a solution for motion mitigation. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-215507

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

Chicago Manual of Style (16th Edition):

Marijuan, Alberto Rodriguez. “Offshore Floating Platforms : Analysis of a solution for motion mitigation.” 2017. Thesis, KTH. Accessed April 11, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-215507.

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

MLA Handbook (7th Edition):

Marijuan, Alberto Rodriguez. “Offshore Floating Platforms : Analysis of a solution for motion mitigation.” 2017. Web. 11 Apr 2021.

Vancouver:

Marijuan AR. Offshore Floating Platforms : Analysis of a solution for motion mitigation. [Internet] [Thesis]. KTH; 2017. [cited 2021 Apr 11]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-215507.

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

Council of Science Editors:

Marijuan AR. Offshore Floating Platforms : Analysis of a solution for motion mitigation. [Thesis]. KTH; 2017. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-215507

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

17. Carla de Castro Ferreira. Aspectos do coeficiente de recalque de solos da formação Guabirotuba.

Degree: 2004, University of São Paulo

Este trabalho parte de um acervo pré-existente de provas de carga em placa (segundo os procedimentos ABNT-NBR-6489 e ASTM-D-1196) em solos da Formação Guabirotuba, importante… (more)

Subjects/Keywords: Coeficiente de recalque; Pavimento industrial; Prova de carga em placa; Solos da formação Guabirotuba; Guabirotuba formation soils; Modulus of subgrade reaction; Plate load test; Rigid pavement

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APA (6th Edition):

Ferreira, C. d. C. (2004). Aspectos do coeficiente de recalque de solos da formação Guabirotuba. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-02032016-141913/

Chicago Manual of Style (16th Edition):

Ferreira, Carla de Castro. “Aspectos do coeficiente de recalque de solos da formação Guabirotuba.” 2004. Masters Thesis, University of São Paulo. Accessed April 11, 2021. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-02032016-141913/.

MLA Handbook (7th Edition):

Ferreira, Carla de Castro. “Aspectos do coeficiente de recalque de solos da formação Guabirotuba.” 2004. Web. 11 Apr 2021.

Vancouver:

Ferreira CdC. Aspectos do coeficiente de recalque de solos da formação Guabirotuba. [Internet] [Masters thesis]. University of São Paulo; 2004. [cited 2021 Apr 11]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-02032016-141913/.

Council of Science Editors:

Ferreira CdC. Aspectos do coeficiente de recalque de solos da formação Guabirotuba. [Masters Thesis]. University of São Paulo; 2004. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-02032016-141913/

18. Mauro Leandro Menegotto. Previsão da curva tensão-recalque de ensaios de placa em solo não saturado.

Degree: 2004, University of São Paulo

Apresenta-se um método para a previsão da curva tensão-recalque a ser obtida em provas de carga em placa circular, instalada a diferentes profundidades e com… (more)

Subjects/Keywords: Curva tensão-recalque; Ensaio de placa; Módulo de deformabilidade; Solos não saturados; Deformation modulus; Plate load test; Stress-settlement curve; Unsaturated soils

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APA (6th Edition):

Menegotto, M. L. (2004). Previsão da curva tensão-recalque de ensaios de placa em solo não saturado. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-23062008-143454/

Chicago Manual of Style (16th Edition):

Menegotto, Mauro Leandro. “Previsão da curva tensão-recalque de ensaios de placa em solo não saturado.” 2004. Doctoral Dissertation, University of São Paulo. Accessed April 11, 2021. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-23062008-143454/.

MLA Handbook (7th Edition):

Menegotto, Mauro Leandro. “Previsão da curva tensão-recalque de ensaios de placa em solo não saturado.” 2004. Web. 11 Apr 2021.

Vancouver:

Menegotto ML. Previsão da curva tensão-recalque de ensaios de placa em solo não saturado. [Internet] [Doctoral dissertation]. University of São Paulo; 2004. [cited 2021 Apr 11]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-23062008-143454/.

Council of Science Editors:

Menegotto ML. Previsão da curva tensão-recalque de ensaios de placa em solo não saturado. [Doctoral Dissertation]. University of São Paulo; 2004. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-23062008-143454/

19. Schwicht, Daniel Ethan. Large-Scale Strength Testing of High-Speed Railway Bridge Embankments: Effects of Cement Treatment and Skew Under Passive Loading.

Degree: MS, 2018, Brigham Young University

 To investigate the passive force-displacement relationships provided by a transitional zoned backfill consisting of cement treated aggregate (CTA) and compacted gravel, a series of full-scale… (more)

Subjects/Keywords: bridge abutment; bridge embankment; cement treatment; full-scale testing; high-speed rail; passive strength; plate-load test; skew; skew reduction factor; transitional zone

…of the 45˚ skew passive failure test, a plate load test was performed on the surface of… …a) (b) Figure 3-3. Plate load test setup showing (a) reference… …passive load tests were performed at the Brigham Young University (BYU) test site… …plate load testing (DIN 18134) was performed on the surface of the CTA backfill zone… …soluble sulfate concentration testing. After passive force testing, plate load testing was… 

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APA (6th Edition):

Schwicht, D. E. (2018). Large-Scale Strength Testing of High-Speed Railway Bridge Embankments: Effects of Cement Treatment and Skew Under Passive Loading. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=8346&context=etd

Chicago Manual of Style (16th Edition):

Schwicht, Daniel Ethan. “Large-Scale Strength Testing of High-Speed Railway Bridge Embankments: Effects of Cement Treatment and Skew Under Passive Loading.” 2018. Masters Thesis, Brigham Young University. Accessed April 11, 2021. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=8346&context=etd.

MLA Handbook (7th Edition):

Schwicht, Daniel Ethan. “Large-Scale Strength Testing of High-Speed Railway Bridge Embankments: Effects of Cement Treatment and Skew Under Passive Loading.” 2018. Web. 11 Apr 2021.

Vancouver:

Schwicht DE. Large-Scale Strength Testing of High-Speed Railway Bridge Embankments: Effects of Cement Treatment and Skew Under Passive Loading. [Internet] [Masters thesis]. Brigham Young University; 2018. [cited 2021 Apr 11]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=8346&context=etd.

Council of Science Editors:

Schwicht DE. Large-Scale Strength Testing of High-Speed Railway Bridge Embankments: Effects of Cement Treatment and Skew Under Passive Loading. [Masters Thesis]. Brigham Young University; 2018. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=8346&context=etd

.