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You searched for subject:( en INSTRUMENTED PILE LOAD TEST). Showing records 1 – 30 of 52869 total matches.

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Pontifical Catholic University of Rio de Janeiro

1. ISABELLA MAIA DE ALCANTARA. [en] BACK-ANALYSIS OF INSTRUMENTED PILE LOAD TESTS FOR EVOLUATION OF THE YOUNG IS MODULUS OF SOME SOIL DEPOSITS.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] Este trabalho consiste na determinação dos valores e da distrbuição dos módulos de elasticidade com a profundidade de maciços de solo estratificados através de… (more)

Subjects/Keywords: [pt] PROVAS DE CARGA INSTRUMENTADAS; [en] INSTRUMENTED PILE LOAD TEST; [pt] RECALQUE DE ESTACAS; [en] PILE SETTLEMENT; [pt] MODULOS DE ELASTICIDADE; [en] MODULUS OF ELASTICITY

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

APA (6th Edition):

ALCANTARA, I. M. D. (2001). [en] BACK-ANALYSIS OF INSTRUMENTED PILE LOAD TESTS FOR EVOLUATION OF THE YOUNG IS MODULUS OF SOME SOIL DEPOSITS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1524

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):

ALCANTARA, ISABELLA MAIA DE. “[en] BACK-ANALYSIS OF INSTRUMENTED PILE LOAD TESTS FOR EVOLUATION OF THE YOUNG IS MODULUS OF SOME SOIL DEPOSITS.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1524.

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

MLA Handbook (7th Edition):

ALCANTARA, ISABELLA MAIA DE. “[en] BACK-ANALYSIS OF INSTRUMENTED PILE LOAD TESTS FOR EVOLUATION OF THE YOUNG IS MODULUS OF SOME SOIL DEPOSITS.” 2001. Web. 20 Sep 2020.

Vancouver:

ALCANTARA IMD. [en] BACK-ANALYSIS OF INSTRUMENTED PILE LOAD TESTS FOR EVOLUATION OF THE YOUNG IS MODULUS OF SOME SOIL DEPOSITS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1524.

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

Council of Science Editors:

ALCANTARA IMD. [en] BACK-ANALYSIS OF INSTRUMENTED PILE LOAD TESTS FOR EVOLUATION OF THE YOUNG IS MODULUS OF SOME SOIL DEPOSITS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1524

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


Louisiana State University

2. Haque, Md Nafiul. Field Instrumentation and Testing to Study Set-up Phenomenon of Driven Piles and Its Implementation in LRFD Design Methodology.

Degree: PhD, Civil and Environmental Engineering, 2015, Louisiana State University

 This research study investigates the pile set-up phenomenon for clayey soils and develops the models to predict pile set-up resistance at a certain time after… (more)

Subjects/Keywords: Pile setup; Dynamic load test; Static load test; PSC pile; Consolidation; Aging; Thixotropy; Reliability; Empirical model; Cone penetration test; LRFD

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APA (6th Edition):

Haque, M. N. (2015). Field Instrumentation and Testing to Study Set-up Phenomenon of Driven Piles and Its Implementation in LRFD Design Methodology. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-03312016-103717 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1667

Chicago Manual of Style (16th Edition):

Haque, Md Nafiul. “Field Instrumentation and Testing to Study Set-up Phenomenon of Driven Piles and Its Implementation in LRFD Design Methodology.” 2015. Doctoral Dissertation, Louisiana State University. Accessed September 20, 2020. etd-03312016-103717 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1667.

MLA Handbook (7th Edition):

Haque, Md Nafiul. “Field Instrumentation and Testing to Study Set-up Phenomenon of Driven Piles and Its Implementation in LRFD Design Methodology.” 2015. Web. 20 Sep 2020.

Vancouver:

Haque MN. Field Instrumentation and Testing to Study Set-up Phenomenon of Driven Piles and Its Implementation in LRFD Design Methodology. [Internet] [Doctoral dissertation]. Louisiana State University; 2015. [cited 2020 Sep 20]. Available from: etd-03312016-103717 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1667.

Council of Science Editors:

Haque MN. Field Instrumentation and Testing to Study Set-up Phenomenon of Driven Piles and Its Implementation in LRFD Design Methodology. [Doctoral Dissertation]. Louisiana State University; 2015. Available from: etd-03312016-103717 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1667


Pontifical Catholic University of Rio de Janeiro

3. ERIC ARTHUR DE FREITAS PENEDO. [en] INSTRUMENTED LOAD TEST CARRIED OUT IN A PILED QUAY STRUCTURE.

Degree: 2018, Pontifical Catholic University of Rio de Janeiro

[pt] Esta dissertação apresenta os dados de um teste de carga instrumentado em um cais, enfatizando a importância da instrumentação de campo para melhor compreender… (more)

Subjects/Keywords: [pt] ELETRONIVEIS; [en] ELECTROLEVELS; [pt] INSTRUMENTACAO; [en] INSTRUMENTATION; [pt] PROVA DE CARGA; [en] LOAD TEST; [pt] GRUPO DE ESTACAS; [en] PILE GROUP

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APA (6th Edition):

PENEDO, E. A. D. F. (2018). [en] INSTRUMENTED LOAD TEST CARRIED OUT IN A PILED QUAY STRUCTURE. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=34995

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):

PENEDO, ERIC ARTHUR DE FREITAS. “[en] INSTRUMENTED LOAD TEST CARRIED OUT IN A PILED QUAY STRUCTURE.” 2018. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 20, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=34995.

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

MLA Handbook (7th Edition):

PENEDO, ERIC ARTHUR DE FREITAS. “[en] INSTRUMENTED LOAD TEST CARRIED OUT IN A PILED QUAY STRUCTURE.” 2018. Web. 20 Sep 2020.

Vancouver:

PENEDO EADF. [en] INSTRUMENTED LOAD TEST CARRIED OUT IN A PILED QUAY STRUCTURE. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. [cited 2020 Sep 20]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=34995.

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

Council of Science Editors:

PENEDO EADF. [en] INSTRUMENTED LOAD TEST CARRIED OUT IN A PILED QUAY STRUCTURE. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=34995

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


Brigham Young University

4. Bustamante, Guillermo. Influence of Pile Shape on Resistance to Lateral Loading.

Degree: MS, 2014, Brigham Young University

  The lateral resistance of pile foundations has typically been based on the resistance of circular pipe piles. In addition, most instrumented lateral load tests… (more)

Subjects/Keywords: lateral load; pile; shape influence; lateral resistance; full-scale test; LPILE; pile geometry; MSE wall; side friction; circular pile; H pile; square pile; Civil and Environmental Engineering

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

APA (6th Edition):

Bustamante, G. (2014). Influence of Pile Shape on Resistance to Lateral Loading. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6629&context=etd

Chicago Manual of Style (16th Edition):

Bustamante, Guillermo. “Influence of Pile Shape on Resistance to Lateral Loading.” 2014. Masters Thesis, Brigham Young University. Accessed September 20, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6629&context=etd.

MLA Handbook (7th Edition):

Bustamante, Guillermo. “Influence of Pile Shape on Resistance to Lateral Loading.” 2014. Web. 20 Sep 2020.

Vancouver:

Bustamante G. Influence of Pile Shape on Resistance to Lateral Loading. [Internet] [Masters thesis]. Brigham Young University; 2014. [cited 2020 Sep 20]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6629&context=etd.

Council of Science Editors:

Bustamante G. Influence of Pile Shape on Resistance to Lateral Loading. [Masters Thesis]. Brigham Young University; 2014. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6629&context=etd


Universidade do Rio Grande do Sul

5. Langone, Marcelo Júlio. Método UFRGS de previsão de capacidade de carga em estacas : análise de provas de carga estáticas instrumentadas.

Degree: 2012, Universidade do Rio Grande do Sul

Recentemente foi desenvolvido na Universidade Federal do Rio Grande do Sul um método racional para previsão de capacidade de carga em fundações profundas. Denominado de… (more)

Subjects/Keywords: Fundações (Engenharia); UFRGS method; Instrumented and static load test; Estacas (Engenharia); Ensaios de penetração (SPT); Piles

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

APA (6th Edition):

Langone, M. J. (2012). Método UFRGS de previsão de capacidade de carga em estacas : análise de provas de carga estáticas instrumentadas. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/79814

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):

Langone, Marcelo Júlio. “Método UFRGS de previsão de capacidade de carga em estacas : análise de provas de carga estáticas instrumentadas.” 2012. Thesis, Universidade do Rio Grande do Sul. Accessed September 20, 2020. http://hdl.handle.net/10183/79814.

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

MLA Handbook (7th Edition):

Langone, Marcelo Júlio. “Método UFRGS de previsão de capacidade de carga em estacas : análise de provas de carga estáticas instrumentadas.” 2012. Web. 20 Sep 2020.

Vancouver:

Langone MJ. Método UFRGS de previsão de capacidade de carga em estacas : análise de provas de carga estáticas instrumentadas. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2012. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/10183/79814.

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

Council of Science Editors:

Langone MJ. Método UFRGS de previsão de capacidade de carga em estacas : análise de provas de carga estáticas instrumentadas. [Thesis]. Universidade do Rio Grande do Sul; 2012. Available from: http://hdl.handle.net/10183/79814

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

6. Musarra, Marcello Duarte. Análise de comportamento de estaca barrete embutida em rocha.

Degree: Mestrado, Engenharia Geotécnica, 2014, University of São Paulo

Para proporcionar menores prazos e custos, o projeto de ampliação da sede da Petrobras, na cidade de Salvador, estado da Bahia, contemplou estacas barretes de… (more)

Subjects/Keywords: Barrete; Estaca; Estática; Hidrofresa; Hydromill; Load; Pile; Prova de carga; Rocha; Rock; Socket; Static; Test

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

APA (6th Edition):

Musarra, M. D. (2014). Análise de comportamento de estaca barrete embutida em rocha. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3145/tde-29042015-162009/ ;

Chicago Manual of Style (16th Edition):

Musarra, Marcello Duarte. “Análise de comportamento de estaca barrete embutida em rocha.” 2014. Masters Thesis, University of São Paulo. Accessed September 20, 2020. http://www.teses.usp.br/teses/disponiveis/3/3145/tde-29042015-162009/ ;.

MLA Handbook (7th Edition):

Musarra, Marcello Duarte. “Análise de comportamento de estaca barrete embutida em rocha.” 2014. Web. 20 Sep 2020.

Vancouver:

Musarra MD. Análise de comportamento de estaca barrete embutida em rocha. [Internet] [Masters thesis]. University of São Paulo; 2014. [cited 2020 Sep 20]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-29042015-162009/ ;.

Council of Science Editors:

Musarra MD. Análise de comportamento de estaca barrete embutida em rocha. [Masters Thesis]. University of São Paulo; 2014. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-29042015-162009/ ;


Universidade Federal de Santa Maria

7. Sergio Fernandes Gonçalves. ESTUDO DO COMPORTAMENTO À COMPRESSÃO DE ESTACAS METÁLICAS CURTAS EM SOLO SEDIMENTAR.

Degree: 2008, Universidade Federal de Santa Maria

The present work aims at analyzing the behavior of short metallic piles type profile "H", W 150 x 22,5, submitted to static load test to… (more)

Subjects/Keywords: fundações; provas de carga; ENGENHARIA CIVIL; metallic pile; foundation; estacas metálicas; load test

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

APA (6th Edition):

Gonçalves, S. F. (2008). ESTUDO DO COMPORTAMENTO À COMPRESSÃO DE ESTACAS METÁLICAS CURTAS EM SOLO SEDIMENTAR. (Thesis). Universidade Federal de Santa Maria. Retrieved from http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=2045

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):

Gonçalves, Sergio Fernandes. “ESTUDO DO COMPORTAMENTO À COMPRESSÃO DE ESTACAS METÁLICAS CURTAS EM SOLO SEDIMENTAR.” 2008. Thesis, Universidade Federal de Santa Maria. Accessed September 20, 2020. http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=2045.

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

MLA Handbook (7th Edition):

Gonçalves, Sergio Fernandes. “ESTUDO DO COMPORTAMENTO À COMPRESSÃO DE ESTACAS METÁLICAS CURTAS EM SOLO SEDIMENTAR.” 2008. Web. 20 Sep 2020.

Vancouver:

Gonçalves SF. ESTUDO DO COMPORTAMENTO À COMPRESSÃO DE ESTACAS METÁLICAS CURTAS EM SOLO SEDIMENTAR. [Internet] [Thesis]. Universidade Federal de Santa Maria; 2008. [cited 2020 Sep 20]. Available from: http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=2045.

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

Council of Science Editors:

Gonçalves SF. ESTUDO DO COMPORTAMENTO À COMPRESSÃO DE ESTACAS METÁLICAS CURTAS EM SOLO SEDIMENTAR. [Thesis]. Universidade Federal de Santa Maria; 2008. Available from: http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=2045

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

8. JIRASAK ARUNMONGKOL. Centrifuge modeling of single pile subjected to compression and tension in clay.

Degree: 2004, National University of Singapore

Subjects/Keywords: pile load test; tension pile; Osterberg pile load test; centrifuge; soil set-up; pile loading history

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APA (6th Edition):

ARUNMONGKOL, J. (2004). Centrifuge modeling of single pile subjected to compression and tension in clay. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/13744

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):

ARUNMONGKOL, JIRASAK. “Centrifuge modeling of single pile subjected to compression and tension in clay.” 2004. Thesis, National University of Singapore. Accessed September 20, 2020. http://scholarbank.nus.edu.sg/handle/10635/13744.

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

MLA Handbook (7th Edition):

ARUNMONGKOL, JIRASAK. “Centrifuge modeling of single pile subjected to compression and tension in clay.” 2004. Web. 20 Sep 2020.

Vancouver:

ARUNMONGKOL J. Centrifuge modeling of single pile subjected to compression and tension in clay. [Internet] [Thesis]. National University of Singapore; 2004. [cited 2020 Sep 20]. Available from: http://scholarbank.nus.edu.sg/handle/10635/13744.

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

Council of Science Editors:

ARUNMONGKOL J. Centrifuge modeling of single pile subjected to compression and tension in clay. [Thesis]. National University of Singapore; 2004. Available from: http://scholarbank.nus.edu.sg/handle/10635/13744

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

9. Alves, Débora Fonseca. Previsões do comportamento carga-recalque de estaca escavada com polímero.

Degree: 2016, Universidade do Rio Grande do Sul

O evento de previsões do comportamento carga-recalque de uma estaca executada em solo predominantemente arenoso foi apresentado no 8° Seminário de Engenharia de Fundações Especiais… (more)

Subjects/Keywords: Estacas escavadas; Bored pile; Prediction of load-displacement;

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APA (6th Edition):

Alves, D. F. (2016). Previsões do comportamento carga-recalque de estaca escavada com polímero. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/156349

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):

Alves, Débora Fonseca. “Previsões do comportamento carga-recalque de estaca escavada com polímero.” 2016. Thesis, Universidade do Rio Grande do Sul. Accessed September 20, 2020. http://hdl.handle.net/10183/156349.

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

MLA Handbook (7th Edition):

Alves, Débora Fonseca. “Previsões do comportamento carga-recalque de estaca escavada com polímero.” 2016. Web. 20 Sep 2020.

Vancouver:

Alves DF. Previsões do comportamento carga-recalque de estaca escavada com polímero. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2016. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/10183/156349.

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

Council of Science Editors:

Alves DF. Previsões do comportamento carga-recalque de estaca escavada com polímero. [Thesis]. Universidade do Rio Grande do Sul; 2016. Available from: http://hdl.handle.net/10183/156349

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

10. Sanchez, Loana Henriquez. Avaliação de soluções alternativas para o aumento de capacidade de carga de fundações por estacas helicoidais.

Degree: Mestrado, Geotecnia, 2014, University of São Paulo

A utilização de estacas helicoidais como fundação de linhas de transmissão de energia elétrica tem aumentando significativamente no Brasil. No entanto, em alguns casos de… (more)

Subjects/Keywords: Capacidade de carga; Estaca helicoidal; Foundation; Fundações; Helical pile; Injeções com calda de cimento; Pile capacity; Pile load test; Prova de carga; Water-cement injection

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

APA (6th Edition):

Sanchez, L. H. (2014). Avaliação de soluções alternativas para o aumento de capacidade de carga de fundações por estacas helicoidais. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-04122014-094332/ ;

Chicago Manual of Style (16th Edition):

Sanchez, Loana Henriquez. “Avaliação de soluções alternativas para o aumento de capacidade de carga de fundações por estacas helicoidais.” 2014. Masters Thesis, University of São Paulo. Accessed September 20, 2020. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-04122014-094332/ ;.

MLA Handbook (7th Edition):

Sanchez, Loana Henriquez. “Avaliação de soluções alternativas para o aumento de capacidade de carga de fundações por estacas helicoidais.” 2014. Web. 20 Sep 2020.

Vancouver:

Sanchez LH. Avaliação de soluções alternativas para o aumento de capacidade de carga de fundações por estacas helicoidais. [Internet] [Masters thesis]. University of São Paulo; 2014. [cited 2020 Sep 20]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-04122014-094332/ ;.

Council of Science Editors:

Sanchez LH. Avaliação de soluções alternativas para o aumento de capacidade de carga de fundações por estacas helicoidais. [Masters Thesis]. University of São Paulo; 2014. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-04122014-094332/ ;


Brigham Young University

11. Kevan, Luke Ian. Full-Scale Testing of Blast-Induced Liquefaction Downdrag on Driven Piles in Sand.

Degree: MS, 2017, Brigham Young University

 Deep foundations such as driven piles are often used to bypass liquefiable layers of soil and bear on more competent strata. When liquefaction occurs, the… (more)

Subjects/Keywords: Downdrag; Liquefaction; Neutral Plane; Driven Pile; Settlement; Static Load Test; CAPWAP analysis; AFT-Cell test; Civil and Environmental Engineering

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

APA (6th Edition):

Kevan, L. I. (2017). Full-Scale Testing of Blast-Induced Liquefaction Downdrag on Driven Piles in Sand. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=7966&context=etd

Chicago Manual of Style (16th Edition):

Kevan, Luke Ian. “Full-Scale Testing of Blast-Induced Liquefaction Downdrag on Driven Piles in Sand.” 2017. Masters Thesis, Brigham Young University. Accessed September 20, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=7966&context=etd.

MLA Handbook (7th Edition):

Kevan, Luke Ian. “Full-Scale Testing of Blast-Induced Liquefaction Downdrag on Driven Piles in Sand.” 2017. Web. 20 Sep 2020.

Vancouver:

Kevan LI. Full-Scale Testing of Blast-Induced Liquefaction Downdrag on Driven Piles in Sand. [Internet] [Masters thesis]. Brigham Young University; 2017. [cited 2020 Sep 20]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=7966&context=etd.

Council of Science Editors:

Kevan LI. Full-Scale Testing of Blast-Induced Liquefaction Downdrag on Driven Piles in Sand. [Masters Thesis]. Brigham Young University; 2017. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=7966&context=etd


Delft University of Technology

12. Beutick, Erik (author). Time-Dependent Capacity of Driven Displacement Piles in Sand.

Degree: 2017, Delft University of Technology

 A time-dependent capacity increase has often been observed for driven displacement piles in sand. Long-term bearing capacity increase after dissipation of excess pore water pressure… (more)

Subjects/Keywords: set-up; time dependent; pile foundations; static load test; sand; virgin capacity; database; bearing capacity; scaled test

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

APA (6th Edition):

Beutick, E. (. (2017). Time-Dependent Capacity of Driven Displacement Piles in Sand. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d78945d7-fdba-4301-b4a9-0fd6bc3aa530

Chicago Manual of Style (16th Edition):

Beutick, Erik (author). “Time-Dependent Capacity of Driven Displacement Piles in Sand.” 2017. Masters Thesis, Delft University of Technology. Accessed September 20, 2020. http://resolver.tudelft.nl/uuid:d78945d7-fdba-4301-b4a9-0fd6bc3aa530.

MLA Handbook (7th Edition):

Beutick, Erik (author). “Time-Dependent Capacity of Driven Displacement Piles in Sand.” 2017. Web. 20 Sep 2020.

Vancouver:

Beutick E(. Time-Dependent Capacity of Driven Displacement Piles in Sand. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 20]. Available from: http://resolver.tudelft.nl/uuid:d78945d7-fdba-4301-b4a9-0fd6bc3aa530.

Council of Science Editors:

Beutick E(. Time-Dependent Capacity of Driven Displacement Piles in Sand. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:d78945d7-fdba-4301-b4a9-0fd6bc3aa530


Brno University of Technology

13. Ponížil, Cyril. Analýza zatěžovací zkoušky piloty: Analysis of pile load test.

Degree: 2019, Brno University of Technology

 There is ussualy used the Masopust's method to assessment the piles in Czech Republic. This method is based on statistical processing of large data set… (more)

Subjects/Keywords: pilota; navrhování pilot; hlubinné základy; dřevěné piloty; betonové piloty; vrtané piloty; návrhový přístup dle Masopusta; DIN; ÖNORM; zatěžovací zkouška piloty; pile; pile design; deep foundation; timber piles; concrete piles; drilled pile; pile design according doc. Masopust; DINN; ÖNORM; pile load test

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

APA (6th Edition):

Ponížil, C. (2019). Analýza zatěžovací zkoušky piloty: Analysis of pile load test. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/64279

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):

Ponížil, Cyril. “Analýza zatěžovací zkoušky piloty: Analysis of pile load test.” 2019. Thesis, Brno University of Technology. Accessed September 20, 2020. http://hdl.handle.net/11012/64279.

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

MLA Handbook (7th Edition):

Ponížil, Cyril. “Analýza zatěžovací zkoušky piloty: Analysis of pile load test.” 2019. Web. 20 Sep 2020.

Vancouver:

Ponížil C. Analýza zatěžovací zkoušky piloty: Analysis of pile load test. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/11012/64279.

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

Council of Science Editors:

Ponížil C. Analýza zatěžovací zkoušky piloty: Analysis of pile load test. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/64279

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

14. Nienov, Fabiano Alexandre. Desempenho de estacas escavadas de grande diâmetro em solo arenoso sob carregamento vertical.

Degree: 2016, Universidade do Rio Grande do Sul

Procura-se nesta pesquisa estudar o desempenho de estacas escavadas de grande diâmetro em solo arenoso sob diferentes métodos executivos (uso de polímero e bentonita). Um… (more)

Subjects/Keywords: Bored pile; Estacas escavadas; Polymer; Solo arenoso; Bentonita; Bentonite; Polímeros; Instrumentation; Load test; Prova de carga

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

APA (6th Edition):

Nienov, F. A. (2016). Desempenho de estacas escavadas de grande diâmetro em solo arenoso sob carregamento vertical. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/150506

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):

Nienov, Fabiano Alexandre. “Desempenho de estacas escavadas de grande diâmetro em solo arenoso sob carregamento vertical.” 2016. Thesis, Universidade do Rio Grande do Sul. Accessed September 20, 2020. http://hdl.handle.net/10183/150506.

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

MLA Handbook (7th Edition):

Nienov, Fabiano Alexandre. “Desempenho de estacas escavadas de grande diâmetro em solo arenoso sob carregamento vertical.” 2016. Web. 20 Sep 2020.

Vancouver:

Nienov FA. Desempenho de estacas escavadas de grande diâmetro em solo arenoso sob carregamento vertical. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2016. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/10183/150506.

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

Council of Science Editors:

Nienov FA. Desempenho de estacas escavadas de grande diâmetro em solo arenoso sob carregamento vertical. [Thesis]. Universidade do Rio Grande do Sul; 2016. Available from: http://hdl.handle.net/10183/150506

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


University of Florida

15. XIE,YIPENG. Observed Tip Resistance at Eod and Bor Using Bottom Tip Gages for Driven Piles.

Degree: MS, Civil Engineering - Civil and Coastal Engineering, 2011, University of Florida

Pile foundations are the important part of a structure used to carry and transfer the load of the structure to the bearing ground. To compute… (more)

Subjects/Keywords: Damping; Energy methods; Hammers; Highways; Load tests; Skin friction; Soils; Statics; Strain gauges; Velocity; DRIVEN  – DYNAMIC  – ENERGY  – LOAD  – METHOD  – PILE  – RESISTANCE  – TEST  – TIP; City of Gainesville ( local )

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

APA (6th Edition):

XIE,YIPENG. (2011). Observed Tip Resistance at Eod and Bor Using Bottom Tip Gages for Driven Piles. (Masters Thesis). University of Florida. Retrieved from https://ufdc.ufl.edu/UFE0041752

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

Chicago Manual of Style (16th Edition):

XIE,YIPENG. “Observed Tip Resistance at Eod and Bor Using Bottom Tip Gages for Driven Piles.” 2011. Masters Thesis, University of Florida. Accessed September 20, 2020. https://ufdc.ufl.edu/UFE0041752.

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

MLA Handbook (7th Edition):

XIE,YIPENG. “Observed Tip Resistance at Eod and Bor Using Bottom Tip Gages for Driven Piles.” 2011. Web. 20 Sep 2020.

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

Vancouver:

XIE,YIPENG. Observed Tip Resistance at Eod and Bor Using Bottom Tip Gages for Driven Piles. [Internet] [Masters thesis]. University of Florida; 2011. [cited 2020 Sep 20]. Available from: https://ufdc.ufl.edu/UFE0041752.

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

Council of Science Editors:

XIE,YIPENG. Observed Tip Resistance at Eod and Bor Using Bottom Tip Gages for Driven Piles. [Masters Thesis]. University of Florida; 2011. Available from: https://ufdc.ufl.edu/UFE0041752

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


Georgia Tech

16. Niazi, Fawad Sulaman. Static axial pile foundation response using seismic piezocone data.

Degree: PhD, Civil and Environmental Engineering, 2014, Georgia Tech

 Ever since the use of cone penetration testing (CPT) in geotechnical site investigations, efforts have been made to correlate its readings with the components of… (more)

Subjects/Keywords: Pile foundation; Seismic piezocone test; Pile capacity; Axial pile displacement

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APA (6th Edition):

Niazi, F. S. (2014). Static axial pile foundation response using seismic piezocone data. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/52195

Chicago Manual of Style (16th Edition):

Niazi, Fawad Sulaman. “Static axial pile foundation response using seismic piezocone data.” 2014. Doctoral Dissertation, Georgia Tech. Accessed September 20, 2020. http://hdl.handle.net/1853/52195.

MLA Handbook (7th Edition):

Niazi, Fawad Sulaman. “Static axial pile foundation response using seismic piezocone data.” 2014. Web. 20 Sep 2020.

Vancouver:

Niazi FS. Static axial pile foundation response using seismic piezocone data. [Internet] [Doctoral dissertation]. Georgia Tech; 2014. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/1853/52195.

Council of Science Editors:

Niazi FS. Static axial pile foundation response using seismic piezocone data. [Doctoral Dissertation]. Georgia Tech; 2014. Available from: http://hdl.handle.net/1853/52195


University of New Orleans

17. Richard, Leeland. Spiral Welded Pipe Piles For Structures In Southeastern Louisiana.

Degree: MS, Civil and Environmental Engineering, 2010, University of New Orleans

 In an effort to obtain 100-year level hurricane protection for southeastern Louisiana, the U.S. Army Corps of Engineers (USACE) has implemented design guidelines that both… (more)

Subjects/Keywords: spiral welded pipe piles; pile capacity; pile load test; USACE Method for pile load test reductions; Suburban Canal Fronting Protection; Elmwood Canal Fronting Protection; West Closure Complex

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APA (6th Edition):

Richard, L. (2010). Spiral Welded Pipe Piles For Structures In Southeastern Louisiana. (Thesis). University of New Orleans. Retrieved from https://scholarworks.uno.edu/td/1257

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):

Richard, Leeland. “Spiral Welded Pipe Piles For Structures In Southeastern Louisiana.” 2010. Thesis, University of New Orleans. Accessed September 20, 2020. https://scholarworks.uno.edu/td/1257.

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

MLA Handbook (7th Edition):

Richard, Leeland. “Spiral Welded Pipe Piles For Structures In Southeastern Louisiana.” 2010. Web. 20 Sep 2020.

Vancouver:

Richard L. Spiral Welded Pipe Piles For Structures In Southeastern Louisiana. [Internet] [Thesis]. University of New Orleans; 2010. [cited 2020 Sep 20]. Available from: https://scholarworks.uno.edu/td/1257.

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

Council of Science Editors:

Richard L. Spiral Welded Pipe Piles For Structures In Southeastern Louisiana. [Thesis]. University of New Orleans; 2010. Available from: https://scholarworks.uno.edu/td/1257

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


Université Catholique de Louvain

18. Charue, Nicolas. Loading rate effects on pile load-displacement behaviour derived from back-analysis of two load testing procedures.

Degree: 2004, Université Catholique de Louvain

Soils, like several other materials, exhibit strong time-dependent behaviour which can be evidenced in terms of creep or strain-rate effects. The degree of this rheological… (more)

Subjects/Keywords: Dynamic load test; Loading rate effect; Pile; Load displacement behaviour; Static load test; Back analysis

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

APA (6th Edition):

Charue, N. (2004). Loading rate effects on pile load-displacement behaviour derived from back-analysis of two load testing procedures. (Thesis). Université Catholique de Louvain. Retrieved from http://hdl.handle.net/2078.1/4991

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):

Charue, Nicolas. “Loading rate effects on pile load-displacement behaviour derived from back-analysis of two load testing procedures.” 2004. Thesis, Université Catholique de Louvain. Accessed September 20, 2020. http://hdl.handle.net/2078.1/4991.

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

MLA Handbook (7th Edition):

Charue, Nicolas. “Loading rate effects on pile load-displacement behaviour derived from back-analysis of two load testing procedures.” 2004. Web. 20 Sep 2020.

Vancouver:

Charue N. Loading rate effects on pile load-displacement behaviour derived from back-analysis of two load testing procedures. [Internet] [Thesis]. Université Catholique de Louvain; 2004. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/2078.1/4991.

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

Council of Science Editors:

Charue N. Loading rate effects on pile load-displacement behaviour derived from back-analysis of two load testing procedures. [Thesis]. Université Catholique de Louvain; 2004. Available from: http://hdl.handle.net/2078.1/4991

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


Brno University of Technology

19. 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 (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 September 20, 2020. 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. 20 Sep 2020.

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 2020 Sep 20]. 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


Queens University

20. Oghabi, Pegah. Experimental Response of a Pile in Sand Under Static and Cyclic Lateral Loads .

Degree: Civil Engineering, 2014, Queens University

 Piles are engineering structures which are subjected to axial and lateral loading. In this dissertation, pile load tests were performed on a full-scale fabricated pile(more)

Subjects/Keywords: Static and Cyclic Lateral Load ; Pile Responses

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APA (6th Edition):

Oghabi, P. (2014). Experimental Response of a Pile in Sand Under Static and Cyclic Lateral Loads . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/12173

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):

Oghabi, Pegah. “Experimental Response of a Pile in Sand Under Static and Cyclic Lateral Loads .” 2014. Thesis, Queens University. Accessed September 20, 2020. http://hdl.handle.net/1974/12173.

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

MLA Handbook (7th Edition):

Oghabi, Pegah. “Experimental Response of a Pile in Sand Under Static and Cyclic Lateral Loads .” 2014. Web. 20 Sep 2020.

Vancouver:

Oghabi P. Experimental Response of a Pile in Sand Under Static and Cyclic Lateral Loads . [Internet] [Thesis]. Queens University; 2014. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/1974/12173.

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

Council of Science Editors:

Oghabi P. Experimental Response of a Pile in Sand Under Static and Cyclic Lateral Loads . [Thesis]. Queens University; 2014. Available from: http://hdl.handle.net/1974/12173

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

21. França, Danilo Costa de. Provas de cargas estáticas instrumentadas em profundidade em estacas escavadas de grande diâmetro (Estações).

Degree: Mestrado, Engenharia Geotécnica, 2011, University of São Paulo

Objetivou-se estudar o comportamento de estacas escavadas de grande diâmetro em uma obra de um Shopping Center na cidade de São Paulo. As estacas foram… (more)

Subjects/Keywords: Brazilian Standard 12131; Estacão; Estacas escavadas de grande diâmetro; Instrumentação em profundidade; Instrumentation in depth; Large diameter drilled pile; NBR 12131; Prova de carga estática; Static load test

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APA (6th Edition):

França, D. C. d. (2011). Provas de cargas estáticas instrumentadas em profundidade em estacas escavadas de grande diâmetro (Estações). (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3145/tde-08052012-120328/ ;

Chicago Manual of Style (16th Edition):

França, Danilo Costa de. “Provas de cargas estáticas instrumentadas em profundidade em estacas escavadas de grande diâmetro (Estações).” 2011. Masters Thesis, University of São Paulo. Accessed September 20, 2020. http://www.teses.usp.br/teses/disponiveis/3/3145/tde-08052012-120328/ ;.

MLA Handbook (7th Edition):

França, Danilo Costa de. “Provas de cargas estáticas instrumentadas em profundidade em estacas escavadas de grande diâmetro (Estações).” 2011. Web. 20 Sep 2020.

Vancouver:

França DCd. Provas de cargas estáticas instrumentadas em profundidade em estacas escavadas de grande diâmetro (Estações). [Internet] [Masters thesis]. University of São Paulo; 2011. [cited 2020 Sep 20]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-08052012-120328/ ;.

Council of Science Editors:

França DCd. Provas de cargas estáticas instrumentadas em profundidade em estacas escavadas de grande diâmetro (Estações). [Masters Thesis]. University of São Paulo; 2011. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-08052012-120328/ ;


University of Florida

22. Thiyya Kkandi, Sudheesh. Study of Grouted Deep Foundations in Cohesionless Soils.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2013, University of Florida

 Grouting of deep foundation subsequent to installation hasbecome popular due to its effectiveness in improving axial capacity underserviceable displacement. Post tip grouting of drilled shafts… (more)

Subjects/Keywords: Axial stress; Diameters; Load tests; Residual stress; Shear stress; Skin friction; Skin resistance; Soils; Stress tests; Test chambers; drilledshaft  – fem  – foundation  – grouting  – interaction  – jetting  – pile  – resistance; City of Clearwater ( local )

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

APA (6th Edition):

Thiyya Kkandi, S. (2013). Study of Grouted Deep Foundations in Cohesionless Soils. (Doctoral Dissertation). University of Florida. Retrieved from https://ufdc.ufl.edu/UFE0045294

Chicago Manual of Style (16th Edition):

Thiyya Kkandi, Sudheesh. “Study of Grouted Deep Foundations in Cohesionless Soils.” 2013. Doctoral Dissertation, University of Florida. Accessed September 20, 2020. https://ufdc.ufl.edu/UFE0045294.

MLA Handbook (7th Edition):

Thiyya Kkandi, Sudheesh. “Study of Grouted Deep Foundations in Cohesionless Soils.” 2013. Web. 20 Sep 2020.

Vancouver:

Thiyya Kkandi S. Study of Grouted Deep Foundations in Cohesionless Soils. [Internet] [Doctoral dissertation]. University of Florida; 2013. [cited 2020 Sep 20]. Available from: https://ufdc.ufl.edu/UFE0045294.

Council of Science Editors:

Thiyya Kkandi S. Study of Grouted Deep Foundations in Cohesionless Soils. [Doctoral Dissertation]. University of Florida; 2013. Available from: https://ufdc.ufl.edu/UFE0045294


Penn State University

23. Naeimipour, Ali. STUDY OF BOREHOLE PROBING METHODS TO IMPROVE THE GROUND CHARACTERIZATION.

Degree: 2016, Penn State University

 Collecting geological information allows for optimizing ground control measures in underground structures. This includes understanding of the joints and discontinuities and rock strength to develop… (more)

Subjects/Keywords: Borehole probing; Rock Characterization; Scratch Test; Instrumented roofbolter; Geophysics

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APA (6th Edition):

Naeimipour, A. (2016). STUDY OF BOREHOLE PROBING METHODS TO IMPROVE THE GROUND CHARACTERIZATION. (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/s4655g578

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):

Naeimipour, Ali. “STUDY OF BOREHOLE PROBING METHODS TO IMPROVE THE GROUND CHARACTERIZATION.” 2016. Thesis, Penn State University. Accessed September 20, 2020. https://submit-etda.libraries.psu.edu/catalog/s4655g578.

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

MLA Handbook (7th Edition):

Naeimipour, Ali. “STUDY OF BOREHOLE PROBING METHODS TO IMPROVE THE GROUND CHARACTERIZATION.” 2016. Web. 20 Sep 2020.

Vancouver:

Naeimipour A. STUDY OF BOREHOLE PROBING METHODS TO IMPROVE THE GROUND CHARACTERIZATION. [Internet] [Thesis]. Penn State University; 2016. [cited 2020 Sep 20]. Available from: https://submit-etda.libraries.psu.edu/catalog/s4655g578.

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

Council of Science Editors:

Naeimipour A. STUDY OF BOREHOLE PROBING METHODS TO IMPROVE THE GROUND CHARACTERIZATION. [Thesis]. Penn State University; 2016. Available from: https://submit-etda.libraries.psu.edu/catalog/s4655g578

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


University of Alberta

24. Li, Weidong. Axial and Lateral Behavior of Helical Piles under Static Loads.

Degree: MS, Department of Civil and Environmental Engineering, 2016, University of Alberta

 Helical piles have been used extensively in Western Canada to support the superstructures particularly with applications in power transmission towers, commercial buildings, camps, and so… (more)

Subjects/Keywords: Helical pile; axial load; lateral load; lateral behavior; axial behavior

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

APA (6th Edition):

Li, W. (2016). Axial and Lateral Behavior of Helical Piles under Static Loads. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/ch989r348v

Chicago Manual of Style (16th Edition):

Li, Weidong. “Axial and Lateral Behavior of Helical Piles under Static Loads.” 2016. Masters Thesis, University of Alberta. Accessed September 20, 2020. https://era.library.ualberta.ca/files/ch989r348v.

MLA Handbook (7th Edition):

Li, Weidong. “Axial and Lateral Behavior of Helical Piles under Static Loads.” 2016. Web. 20 Sep 2020.

Vancouver:

Li W. Axial and Lateral Behavior of Helical Piles under Static Loads. [Internet] [Masters thesis]. University of Alberta; 2016. [cited 2020 Sep 20]. Available from: https://era.library.ualberta.ca/files/ch989r348v.

Council of Science Editors:

Li W. Axial and Lateral Behavior of Helical Piles under Static Loads. [Masters Thesis]. University of Alberta; 2016. Available from: https://era.library.ualberta.ca/files/ch989r348v


Penn State University

25. Wu, Xinli. LOAD TRANSFER MECHANISM OF PIER-SUPPORTED-RAFT FOUNDATION SUBJECTED TO VERTICAL LOAD .

Degree: 2011, Penn State University

 The pier-supported-raft foundation is a relatively new and effective foundation system commonly used to support high rise buildings. This research investigated the load transfer mechanism… (more)

Subjects/Keywords: settlement behavior; load transfer mechanism; foundation design; pile-supported-raft foundation; Pier-supported-raft foundation; raft load ratio; pile load ratio

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APA (6th Edition):

Wu, X. (2011). LOAD TRANSFER MECHANISM OF PIER-SUPPORTED-RAFT FOUNDATION SUBJECTED TO VERTICAL LOAD . (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/11741

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):

Wu, Xinli. “LOAD TRANSFER MECHANISM OF PIER-SUPPORTED-RAFT FOUNDATION SUBJECTED TO VERTICAL LOAD .” 2011. Thesis, Penn State University. Accessed September 20, 2020. https://submit-etda.libraries.psu.edu/catalog/11741.

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

MLA Handbook (7th Edition):

Wu, Xinli. “LOAD TRANSFER MECHANISM OF PIER-SUPPORTED-RAFT FOUNDATION SUBJECTED TO VERTICAL LOAD .” 2011. Web. 20 Sep 2020.

Vancouver:

Wu X. LOAD TRANSFER MECHANISM OF PIER-SUPPORTED-RAFT FOUNDATION SUBJECTED TO VERTICAL LOAD . [Internet] [Thesis]. Penn State University; 2011. [cited 2020 Sep 20]. Available from: https://submit-etda.libraries.psu.edu/catalog/11741.

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

Council of Science Editors:

Wu X. LOAD TRANSFER MECHANISM OF PIER-SUPPORTED-RAFT FOUNDATION SUBJECTED TO VERTICAL LOAD . [Thesis]. Penn State University; 2011. Available from: https://submit-etda.libraries.psu.edu/catalog/11741

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


North Carolina State University

26. Kim, Kyung Jun. Development of Resistance Factors for Axial Capacity of Driven Piles in North Carolina.

Degree: PhD, Civil Engineering, 2003, North Carolina State University

 Resistance factors were developed in the framework of reliability theory for the Load and Resistance Factor Design (LRFD) of driven pile's axial capacity in North… (more)

Subjects/Keywords: pile bearing capacity; load and resistance factor design; Vesic; Nordlund; Meyerhof; reliability analysis; FORM; MVFOSM; AFOSM; resistance factor calibration; pile driving analyzer; static load test; bias factor

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

APA (6th Edition):

Kim, K. J. (2003). Development of Resistance Factors for Axial Capacity of Driven Piles in North Carolina. (Doctoral Dissertation). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/4367

Chicago Manual of Style (16th Edition):

Kim, Kyung Jun. “Development of Resistance Factors for Axial Capacity of Driven Piles in North Carolina.” 2003. Doctoral Dissertation, North Carolina State University. Accessed September 20, 2020. http://www.lib.ncsu.edu/resolver/1840.16/4367.

MLA Handbook (7th Edition):

Kim, Kyung Jun. “Development of Resistance Factors for Axial Capacity of Driven Piles in North Carolina.” 2003. Web. 20 Sep 2020.

Vancouver:

Kim KJ. Development of Resistance Factors for Axial Capacity of Driven Piles in North Carolina. [Internet] [Doctoral dissertation]. North Carolina State University; 2003. [cited 2020 Sep 20]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/4367.

Council of Science Editors:

Kim KJ. Development of Resistance Factors for Axial Capacity of Driven Piles in North Carolina. [Doctoral Dissertation]. North Carolina State University; 2003. Available from: http://www.lib.ncsu.edu/resolver/1840.16/4367


Universidade do Rio Grande do Sul

27. Müller, Ivan. Sistemas instrumentados portáteis : esferas instrumentadas para sensoriamento de forças em três dimensões.

Degree: 2008, Universidade do Rio Grande do Sul

Neste trabalho foram desenvolvidos sistemas de aquisição portáteis de formato esférico, capazes de sensoriar forças de compressão e impacto ao longo dos três eixos cartesianos.… (more)

Subjects/Keywords: Sensores; Portable instrumented systems; Comunicação sem fio; Data loggers; Acelerômetros; Load cells; Accelerometers

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

APA (6th Edition):

Müller, I. (2008). Sistemas instrumentados portáteis : esferas instrumentadas para sensoriamento de forças em três dimensões. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/15836

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):

Müller, Ivan. “Sistemas instrumentados portáteis : esferas instrumentadas para sensoriamento de forças em três dimensões.” 2008. Thesis, Universidade do Rio Grande do Sul. Accessed September 20, 2020. http://hdl.handle.net/10183/15836.

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

MLA Handbook (7th Edition):

Müller, Ivan. “Sistemas instrumentados portáteis : esferas instrumentadas para sensoriamento de forças em três dimensões.” 2008. Web. 20 Sep 2020.

Vancouver:

Müller I. Sistemas instrumentados portáteis : esferas instrumentadas para sensoriamento de forças em três dimensões. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2008. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/10183/15836.

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

Council of Science Editors:

Müller I. Sistemas instrumentados portáteis : esferas instrumentadas para sensoriamento de forças em três dimensões. [Thesis]. Universidade do Rio Grande do Sul; 2008. Available from: http://hdl.handle.net/10183/15836

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


University of New Mexico

28. Martinez, Nicholas J. Investigation of indentation derived creep response using constant load and constant strain rate methods.

Degree: Mechanical Engineering, 2015, University of New Mexico

 Time dependent plastic deformation in metals can occur at high temperatures. Typically the creep test is conducted to characterize the deformation features; however, the conventional… (more)

Subjects/Keywords: Instrumented Indentation; Indentation Derived Creep Response; Constant Indentation Strain Rate Method; Constant Load-Hold Method

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

APA (6th Edition):

Martinez, N. J. (2015). Investigation of indentation derived creep response using constant load and constant strain rate methods. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/27941

Chicago Manual of Style (16th Edition):

Martinez, Nicholas J. “Investigation of indentation derived creep response using constant load and constant strain rate methods.” 2015. Masters Thesis, University of New Mexico. Accessed September 20, 2020. http://hdl.handle.net/1928/27941.

MLA Handbook (7th Edition):

Martinez, Nicholas J. “Investigation of indentation derived creep response using constant load and constant strain rate methods.” 2015. Web. 20 Sep 2020.

Vancouver:

Martinez NJ. Investigation of indentation derived creep response using constant load and constant strain rate methods. [Internet] [Masters thesis]. University of New Mexico; 2015. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/1928/27941.

Council of Science Editors:

Martinez NJ. Investigation of indentation derived creep response using constant load and constant strain rate methods. [Masters Thesis]. University of New Mexico; 2015. Available from: http://hdl.handle.net/1928/27941

29. Nelson, Kent R. Lateral Resistance of Piles Near Vertical MSE Abutment Walls at Provo Center Street.

Degree: MS, 2013, Brigham Young University

 Full scale lateral load tests were performed on four piles located at various distances behind MSE walls. Three of the four test piles were production… (more)

Subjects/Keywords: Lateral load; pile; MSE wall; abutment; load test; Kent R. Nelson; Civil and Environmental Engineering

…testing, and a load cell was placed between the hydraulic ram and the test pile to determine the… …31 Table 4.2: Location of strain gauge pairs for each test pile… …23 Figure 3.6: Profile view of Test Pile 1 (TP1); cross section A-A from Figure… …26 Figure 3.8: Profile view of Test Pile 3 (TP3); cross-section C-C from Figure… …distance from the Pile Center different load levels for TP1… 

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

APA (6th Edition):

Nelson, K. R. (2013). Lateral Resistance of Piles Near Vertical MSE Abutment Walls at Provo Center Street. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=4925&context=etd

Chicago Manual of Style (16th Edition):

Nelson, Kent R. “Lateral Resistance of Piles Near Vertical MSE Abutment Walls at Provo Center Street.” 2013. Masters Thesis, Brigham Young University. Accessed September 20, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=4925&context=etd.

MLA Handbook (7th Edition):

Nelson, Kent R. “Lateral Resistance of Piles Near Vertical MSE Abutment Walls at Provo Center Street.” 2013. Web. 20 Sep 2020.

Vancouver:

Nelson KR. Lateral Resistance of Piles Near Vertical MSE Abutment Walls at Provo Center Street. [Internet] [Masters thesis]. Brigham Young University; 2013. [cited 2020 Sep 20]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=4925&context=etd.

Council of Science Editors:

Nelson KR. Lateral Resistance of Piles Near Vertical MSE Abutment Walls at Provo Center Street. [Masters Thesis]. Brigham Young University; 2013. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=4925&context=etd


University of Oxford

30. Mentink, Michael Johannes Antonius. Measurement of bearing load in unicompartmental knee arthroplasty using an instrumented knee bearing.

Degree: PhD, 2014, University of Oxford

 The aim of this thesis was to investigate how to construct a system to measure load in a mobile unicompartmental knee replacement (UKR) bearing. In… (more)

Subjects/Keywords: 617.5; Orthopaedics; Electrical engineering; Mechanical engineering; Medical Engineering; capacitive load sensor; capacitive; load sensor; instrumented knee replacement; unicompartmental knee replacement

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

APA (6th Edition):

Mentink, M. J. A. (2014). Measurement of bearing load in unicompartmental knee arthroplasty using an instrumented knee bearing. (Doctoral Dissertation). University of Oxford. Retrieved from http://ora.ox.ac.uk/objects/uuid:65a90ea6-77b6-49f2-9d8f-ecc4780dff81 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.669739

Chicago Manual of Style (16th Edition):

Mentink, Michael Johannes Antonius. “Measurement of bearing load in unicompartmental knee arthroplasty using an instrumented knee bearing.” 2014. Doctoral Dissertation, University of Oxford. Accessed September 20, 2020. http://ora.ox.ac.uk/objects/uuid:65a90ea6-77b6-49f2-9d8f-ecc4780dff81 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.669739.

MLA Handbook (7th Edition):

Mentink, Michael Johannes Antonius. “Measurement of bearing load in unicompartmental knee arthroplasty using an instrumented knee bearing.” 2014. Web. 20 Sep 2020.

Vancouver:

Mentink MJA. Measurement of bearing load in unicompartmental knee arthroplasty using an instrumented knee bearing. [Internet] [Doctoral dissertation]. University of Oxford; 2014. [cited 2020 Sep 20]. Available from: http://ora.ox.ac.uk/objects/uuid:65a90ea6-77b6-49f2-9d8f-ecc4780dff81 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.669739.

Council of Science Editors:

Mentink MJA. Measurement of bearing load in unicompartmental knee arthroplasty using an instrumented knee bearing. [Doctoral Dissertation]. University of Oxford; 2014. Available from: http://ora.ox.ac.uk/objects/uuid:65a90ea6-77b6-49f2-9d8f-ecc4780dff81 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.669739

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