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You searched for subject:(plate load test). Showing records 1 – 17 of 17 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: Master, 2013, Universidade Federal do Ceará

Na presente pesquisa estuda-se o comportamento geomecÃnico dos resÃduos sÃlidos urbanos provenientes do Aterro SanitÃrio Metropolitano Oeste de Caucaia (ASMOC), onde foram realizados ensaios no… (more)

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

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

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 Ceará. 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 Ceará. Accessed December 10, 2018. 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. 10 Dec 2018.

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 Ceará 2013. [cited 2018 Dec 10]. 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 Ceará 2013. Available from: http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=10716 ;


University of New South Wales

2. Tang, Yi. Numerical Modelling of Shallow Foundations in Unsaturated Soils.

Degree: Civil & Environmental Engineering, 2016, University of New South Wales

 Foundations are ubiquitous to geotechnical engineering. Most shallow foundations are built in unsaturated soils above the ground water table. Methods for evaluating the bearing capacity… (more)

Subjects/Keywords: Bearing capacity; Finite element method; Unsaturated soil; Consolidation; plate load test

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APA (6th Edition):

Tang, Y. (2016). Numerical Modelling of Shallow Foundations in Unsaturated Soils. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/57086

Chicago Manual of Style (16th Edition):

Tang, Yi. “Numerical Modelling of Shallow Foundations in Unsaturated Soils.” 2016. Doctoral Dissertation, University of New South Wales. Accessed December 10, 2018. http://handle.unsw.edu.au/1959.4/57086.

MLA Handbook (7th Edition):

Tang, Yi. “Numerical Modelling of Shallow Foundations in Unsaturated Soils.” 2016. Web. 10 Dec 2018.

Vancouver:

Tang Y. Numerical Modelling of Shallow Foundations in Unsaturated Soils. [Internet] [Doctoral dissertation]. University of New South Wales; 2016. [cited 2018 Dec 10]. Available from: http://handle.unsw.edu.au/1959.4/57086.

Council of Science Editors:

Tang Y. Numerical Modelling of Shallow Foundations in Unsaturated Soils. [Doctoral Dissertation]. University of New South Wales; 2016. Available from: http://handle.unsw.edu.au/1959.4/57086


University of Alberta

3. 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 December 10, 2018. 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. 10 Dec 2018.

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 2018 Dec 10]. 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

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 December 10, 2018. 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. 10 Dec 2018.

Vancouver:

Miroslav B. Subsoil influenced by groundwater flow . [Internet] [Thesis]. Czech University of Technology; 2013. [cited 2018 Dec 10]. 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


North Carolina State University

5. 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 December 10, 2018. 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. 10 Dec 2018.

Vancouver:

Cote BM. Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades. [Internet] [Thesis]. North Carolina State University; 2009. [cited 2018 Dec 10]. 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

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

Degree: Mestrado, Geotecnia, 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: Bearing capacity; Capacidade de carga; Colapsive soil; Ensaio de placa; Load test; Method of equilibrium; Método do equilíbrio; Plate load test; Prova de carga; Recalque; Settlements; Solo colapsível

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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 December 10, 2018. 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. 10 Dec 2018.

Vancouver:

Almeida MPB. Prova de carga rápida com recalque estabilizado. [Internet] [Masters thesis]. University of São Paulo; 2009. [cited 2018 Dec 10]. 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/ ;


KTH

7. 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

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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 December 10, 2018. 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. 10 Dec 2018.

Vancouver:

Marijuan AR. Offshore Floating Platforms : Analysis of a solution for motion mitigation. [Internet] [Thesis]. KTH; 2017. [cited 2018 Dec 10]. 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


EPFL

8. Paderno, Chiara. Comportement du ballast sous l'action du bourrage et du trafic ferroviaire.

Degree: 2010, EPFL

 The geometry of the railway track is degraded under traffic load, and must be maintained periodically. This degradation is due to the arrangement of ballast… (more)

Subjects/Keywords: ballast; maintenance; infrastructure; railway track; elastoplastic FE model; backcalculation; plate load test; ballast; entretien; infrastructure; voie ferrée; modélisation numérique élastoplastique; calcul inverse; portance

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APA (6th Edition):

Paderno, C. (2010). Comportement du ballast sous l'action du bourrage et du trafic ferroviaire. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/147967

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):

Paderno, Chiara. “Comportement du ballast sous l'action du bourrage et du trafic ferroviaire.” 2010. Thesis, EPFL. Accessed December 10, 2018. http://infoscience.epfl.ch/record/147967.

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

MLA Handbook (7th Edition):

Paderno, Chiara. “Comportement du ballast sous l'action du bourrage et du trafic ferroviaire.” 2010. Web. 10 Dec 2018.

Vancouver:

Paderno C. Comportement du ballast sous l'action du bourrage et du trafic ferroviaire. [Internet] [Thesis]. EPFL; 2010. [cited 2018 Dec 10]. Available from: http://infoscience.epfl.ch/record/147967.

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

Council of Science Editors:

Paderno C. Comportement du ballast sous l'action du bourrage et du trafic ferroviaire. [Thesis]. EPFL; 2010. Available from: http://infoscience.epfl.ch/record/147967

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


University of Pretoria

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

Degree: Civil Engineering, 2014, 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 (6th Edition):

Barnard, H. F. (2014). 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.” 2014. Masters Thesis, University of Pretoria. Accessed December 10, 2018. 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.” 2014. Web. 10 Dec 2018.

Vancouver:

Barnard HF. The effect of bedding errors on the accuracy of plate load tests. [Internet] [Masters thesis]. University of Pretoria; 2014. [cited 2018 Dec 10]. 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; 2014. Available from: http://hdl.handle.net/2263/40828


Louisiana State University

10. 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 December 10, 2018. 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. 10 Dec 2018.

Vancouver:

Seyman E. Laboratory evaluation of in-situ tests as potential quality control/quality assurance tools. [Internet] [Masters thesis]. Louisiana State University; 2003. [cited 2018 Dec 10]. 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


Brno University of Technology

11. Kopylov, Gleb. Analýza únosnosti sendvičového panelu při smykovém zatížení .

Degree: 2016, Brno University of Technology

 Hlavným cieľom tejto bakalárskej práce bolo navrhnúť vhodnú simulačnú metódu pre rovinnú šmykovú skúšku. Boli popísané rôzne typy porúch kompozitových panelov a rôzne prístupy k… (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 (6th Edition):

Kopylov, G. (2016). Analýza únosnosti sendvičového panelu při smykovém zatížení . (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 .” 2016. Thesis, Brno University of Technology. Accessed December 10, 2018. 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 .” 2016. Web. 10 Dec 2018.

Vancouver:

Kopylov G. Analýza únosnosti sendvičového panelu při smykovém zatížení . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2018 Dec 10]. 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 . [Thesis]. Brno University of Technology; 2016. 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

12. Moraes, Luciene Santos de. Prova de carga dinâmica em placa.

Degree: Mestrado, Geotecnia, 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: colapsive soil; dynamic load test; plate load test; prova de carga dinâmica; prova de carga direta; solo colapsível

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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 December 10, 2018. 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. 10 Dec 2018.

Vancouver:

Moraes LSd. Prova de carga dinâmica em placa. [Internet] [Masters thesis]. University of São Paulo; 2005. [cited 2018 Dec 10]. 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/ ;

13. 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 December 10, 2018. 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. 10 Dec 2018.

Vancouver:

Petr B. Problematika měření únosnosti pražcového podloží pomocí rázového modulu deformace . [Internet] [Thesis]. Czech University of Technology; 2013. [cited 2018 Dec 10]. 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

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

Degree: Mestrado, Geotecnia, 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: Collapsible soils; Plate load test; Prova de carga em placa; Solos colapsíveis; Solos não saturados; TDR; TDR; Unsaturated soils

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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 December 10, 2018. 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. 10 Dec 2018.

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 2018 Dec 10]. 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/ ;

15. Soares, Wilson Cartaxo. Estacas de compactação para melhoria de solo.

Degree: Mestrado, Geotecnia, 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: compaction piles; diagrama de cravação; drive diagram; estaca de compactação; índice de resistência à penetração; plate load test; prova de carga estática; standard penetration test

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

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 December 10, 2018. 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. 10 Dec 2018.

Vancouver:

Soares WC. Estacas de compactação para melhoria de solo. [Internet] [Masters thesis]. University of São Paulo; 2002. [cited 2018 Dec 10]. 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/ ;

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

Degree: PhD, Geotecnia, 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; Deformation modulus; Ensaio de placa; Módulo de deformabilidade; Plate load test; Solos não saturados; Stress-settlement curve; Unsaturated soils

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

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 December 10, 2018. 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. 10 Dec 2018.

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 2018 Dec 10]. 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/ ;

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

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 December 10, 2018. 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. 10 Dec 2018.

Vancouver:

Oh WT. Simple Techniques for the Implementation of the Mechanics of Unsaturated Soils into Engineering Practice . [Internet] [Thesis]. University of Ottawa; 2012. [cited 2018 Dec 10]. 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

.