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You searched for subject:(Geotechnical Engineering). Showing records 1 – 30 of 801 total matches.

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University of Hong Kong

1. 徐辭海; Xu, Cihai. Numerical modeling of object penetration in geotechnical engineering.

Degree: M. Phil., 2016, University of Hong Kong

The finite element method (FEM) has been widely adopted in the analysis of geotechnical engineering problems, for instance, to evaluate the soil-structure interactions in tunnels,… (more)

Subjects/Keywords: Geotechnical engineering

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APA (6th Edition):

徐辭海; Xu, C. (2016). Numerical modeling of object penetration in geotechnical engineering. (Masters Thesis). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/235923

Chicago Manual of Style (16th Edition):

徐辭海; Xu, Cihai. “Numerical modeling of object penetration in geotechnical engineering.” 2016. Masters Thesis, University of Hong Kong. Accessed February 28, 2020. http://hdl.handle.net/10722/235923.

MLA Handbook (7th Edition):

徐辭海; Xu, Cihai. “Numerical modeling of object penetration in geotechnical engineering.” 2016. Web. 28 Feb 2020.

Vancouver:

徐辭海; Xu C. Numerical modeling of object penetration in geotechnical engineering. [Internet] [Masters thesis]. University of Hong Kong; 2016. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/10722/235923.

Council of Science Editors:

徐辭海; Xu C. Numerical modeling of object penetration in geotechnical engineering. [Masters Thesis]. University of Hong Kong; 2016. Available from: http://hdl.handle.net/10722/235923


University of Tennessee – Knoxville

2. Song, Weimin. Laboratory Investigation and Discrete Element Analysis in Open-graded Friction Course and Railway Crosstie-ballast Interaction.

Degree: 2017, University of Tennessee – Knoxville

 Granular materials, such as ballast and aggregate, are widely used nowadays in civil and transportation engineering. Discrete element method has been extensively used to simulate… (more)

Subjects/Keywords: Geotechnical Engineering

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APA (6th Edition):

Song, W. (2017). Laboratory Investigation and Discrete Element Analysis in Open-graded Friction Course and Railway Crosstie-ballast Interaction. (Doctoral Dissertation). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_graddiss/4656

Chicago Manual of Style (16th Edition):

Song, Weimin. “Laboratory Investigation and Discrete Element Analysis in Open-graded Friction Course and Railway Crosstie-ballast Interaction.” 2017. Doctoral Dissertation, University of Tennessee – Knoxville. Accessed February 28, 2020. https://trace.tennessee.edu/utk_graddiss/4656.

MLA Handbook (7th Edition):

Song, Weimin. “Laboratory Investigation and Discrete Element Analysis in Open-graded Friction Course and Railway Crosstie-ballast Interaction.” 2017. Web. 28 Feb 2020.

Vancouver:

Song W. Laboratory Investigation and Discrete Element Analysis in Open-graded Friction Course and Railway Crosstie-ballast Interaction. [Internet] [Doctoral dissertation]. University of Tennessee – Knoxville; 2017. [cited 2020 Feb 28]. Available from: https://trace.tennessee.edu/utk_graddiss/4656.

Council of Science Editors:

Song W. Laboratory Investigation and Discrete Element Analysis in Open-graded Friction Course and Railway Crosstie-ballast Interaction. [Doctoral Dissertation]. University of Tennessee – Knoxville; 2017. Available from: https://trace.tennessee.edu/utk_graddiss/4656


University of Cape Town

3. Pudaruth, Yogendra. A study on ground improvement using a combination of stone and concrete columns.

Degree: MSc, Civil Engineering, 2018, University of Cape Town

 Stone column is a cost-effective ground improvement technique that is typically employed for low-rise buildings and road embankments. This technique mainly uses naturally occurring materials… (more)

Subjects/Keywords: Geotechnical Engineering

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APA (6th Edition):

Pudaruth, Y. (2018). A study on ground improvement using a combination of stone and concrete columns. (Masters Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/29861

Chicago Manual of Style (16th Edition):

Pudaruth, Yogendra. “A study on ground improvement using a combination of stone and concrete columns.” 2018. Masters Thesis, University of Cape Town. Accessed February 28, 2020. http://hdl.handle.net/11427/29861.

MLA Handbook (7th Edition):

Pudaruth, Yogendra. “A study on ground improvement using a combination of stone and concrete columns.” 2018. Web. 28 Feb 2020.

Vancouver:

Pudaruth Y. A study on ground improvement using a combination of stone and concrete columns. [Internet] [Masters thesis]. University of Cape Town; 2018. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/11427/29861.

Council of Science Editors:

Pudaruth Y. A study on ground improvement using a combination of stone and concrete columns. [Masters Thesis]. University of Cape Town; 2018. Available from: http://hdl.handle.net/11427/29861


University of Cape Town

4. Nolutshungu, Lita. A laboratory investigation on the shear strength characteristics of soil reinforced with recycled linear low-density polyethylene.

Degree: MSc (Eng), Geotechnical Engineering Research Group, 2018, University of Cape Town

 Since the development of plastics in the 1930’s, plastics have increasingly become widely used for packaging in the commercial market place. With this application being… (more)

Subjects/Keywords: Geotechnical Engineering

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APA (6th Edition):

Nolutshungu, L. (2018). A laboratory investigation on the shear strength characteristics of soil reinforced with recycled linear low-density polyethylene. (Masters Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/29304

Chicago Manual of Style (16th Edition):

Nolutshungu, Lita. “A laboratory investigation on the shear strength characteristics of soil reinforced with recycled linear low-density polyethylene.” 2018. Masters Thesis, University of Cape Town. Accessed February 28, 2020. http://hdl.handle.net/11427/29304.

MLA Handbook (7th Edition):

Nolutshungu, Lita. “A laboratory investigation on the shear strength characteristics of soil reinforced with recycled linear low-density polyethylene.” 2018. Web. 28 Feb 2020.

Vancouver:

Nolutshungu L. A laboratory investigation on the shear strength characteristics of soil reinforced with recycled linear low-density polyethylene. [Internet] [Masters thesis]. University of Cape Town; 2018. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/11427/29304.

Council of Science Editors:

Nolutshungu L. A laboratory investigation on the shear strength characteristics of soil reinforced with recycled linear low-density polyethylene. [Masters Thesis]. University of Cape Town; 2018. Available from: http://hdl.handle.net/11427/29304


University of Cape Town

5. Oriokot, Johnson Johnny Onapito. Reinforcement of pavement subgrade using granular fill and a geosynthetic layer.

Degree: Image, Civil Engineering, 2014, University of Cape Town

 Engineers are often faced with construction of pavement structures over soft and compressible subgrade. Such conditions render the structures unable to withstand required design loads… (more)

Subjects/Keywords: Geotechnical Engineering

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APA (6th Edition):

Oriokot, J. J. O. (2014). Reinforcement of pavement subgrade using granular fill and a geosynthetic layer. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/12938

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):

Oriokot, Johnson Johnny Onapito. “Reinforcement of pavement subgrade using granular fill and a geosynthetic layer.” 2014. Thesis, University of Cape Town. Accessed February 28, 2020. http://hdl.handle.net/11427/12938.

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

MLA Handbook (7th Edition):

Oriokot, Johnson Johnny Onapito. “Reinforcement of pavement subgrade using granular fill and a geosynthetic layer.” 2014. Web. 28 Feb 2020.

Vancouver:

Oriokot JJO. Reinforcement of pavement subgrade using granular fill and a geosynthetic layer. [Internet] [Thesis]. University of Cape Town; 2014. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/11427/12938.

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

Council of Science Editors:

Oriokot JJO. Reinforcement of pavement subgrade using granular fill and a geosynthetic layer. [Thesis]. University of Cape Town; 2014. Available from: http://hdl.handle.net/11427/12938

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


University of Manitoba

6. Alfaro, Moises III. Slope stability evaluation of an old earth fill dam founded on glaciolacustrine clays.

Degree: Civil Engineering, 2016, University of Manitoba

 A number of earth dams in Canada are founded on and constructed with glaciolacustrine clay deposits. This type of soil can have stability issues particularly… (more)

Subjects/Keywords: Geotechnical engineering

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APA (6th Edition):

Alfaro, M. I. (2016). Slope stability evaluation of an old earth fill dam founded on glaciolacustrine clays. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/31679

Chicago Manual of Style (16th Edition):

Alfaro, Moises III. “Slope stability evaluation of an old earth fill dam founded on glaciolacustrine clays.” 2016. Masters Thesis, University of Manitoba. Accessed February 28, 2020. http://hdl.handle.net/1993/31679.

MLA Handbook (7th Edition):

Alfaro, Moises III. “Slope stability evaluation of an old earth fill dam founded on glaciolacustrine clays.” 2016. Web. 28 Feb 2020.

Vancouver:

Alfaro MI. Slope stability evaluation of an old earth fill dam founded on glaciolacustrine clays. [Internet] [Masters thesis]. University of Manitoba; 2016. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/1993/31679.

Council of Science Editors:

Alfaro MI. Slope stability evaluation of an old earth fill dam founded on glaciolacustrine clays. [Masters Thesis]. University of Manitoba; 2016. Available from: http://hdl.handle.net/1993/31679


Florida State University

7. Sakharova, Daria V. Clogging of Leachate Collection Systems in Florida.

Degree: MS, Civil and Environmental Engineering, 2014, Florida State University

 All modern day landfills contain a series of perforated pipes installed beneath the waste whose purpose is to collect all liquid which drains through the… (more)

Subjects/Keywords: Geotechnical engineering

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APA (6th Edition):

Sakharova, D. V. (2014). Clogging of Leachate Collection Systems in Florida. (Masters Thesis). Florida State University. Retrieved from http://purl.flvc.org/fsu/fd/FSU_migr_etd-9241 ;

Chicago Manual of Style (16th Edition):

Sakharova, Daria V. “Clogging of Leachate Collection Systems in Florida.” 2014. Masters Thesis, Florida State University. Accessed February 28, 2020. http://purl.flvc.org/fsu/fd/FSU_migr_etd-9241 ;.

MLA Handbook (7th Edition):

Sakharova, Daria V. “Clogging of Leachate Collection Systems in Florida.” 2014. Web. 28 Feb 2020.

Vancouver:

Sakharova DV. Clogging of Leachate Collection Systems in Florida. [Internet] [Masters thesis]. Florida State University; 2014. [cited 2020 Feb 28]. Available from: http://purl.flvc.org/fsu/fd/FSU_migr_etd-9241 ;.

Council of Science Editors:

Sakharova DV. Clogging of Leachate Collection Systems in Florida. [Masters Thesis]. Florida State University; 2014. Available from: http://purl.flvc.org/fsu/fd/FSU_migr_etd-9241 ;


Iowa State University

8. Wu, Yijun. Construction and performance of chemically and mechanically stabilized granular road test sections.

Degree: 2019, Iowa State University

 Granular-surfaced roadways in Iowa rural area frequently experience damage and degradation from the effect of rainfall, flooding, seasonal freeze-thaw cycles, heavy agricultural machinery and steadily… (more)

Subjects/Keywords: Geotechnical Engineering

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APA (6th Edition):

Wu, Y. (2019). Construction and performance of chemically and mechanically stabilized granular road test sections. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/17127

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, Yijun. “Construction and performance of chemically and mechanically stabilized granular road test sections.” 2019. Thesis, Iowa State University. Accessed February 28, 2020. https://lib.dr.iastate.edu/etd/17127.

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

MLA Handbook (7th Edition):

Wu, Yijun. “Construction and performance of chemically and mechanically stabilized granular road test sections.” 2019. Web. 28 Feb 2020.

Vancouver:

Wu Y. Construction and performance of chemically and mechanically stabilized granular road test sections. [Internet] [Thesis]. Iowa State University; 2019. [cited 2020 Feb 28]. Available from: https://lib.dr.iastate.edu/etd/17127.

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

Council of Science Editors:

Wu Y. Construction and performance of chemically and mechanically stabilized granular road test sections. [Thesis]. Iowa State University; 2019. Available from: https://lib.dr.iastate.edu/etd/17127

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


University of Cape Town

9. Sikwanda, Charles. An Investigation of the Effects of Specimen Gripping Systems on Shear Stress at the Geosynthetic/Geosynthetic Interface in Landfill Applications.

Degree: MSc, Civil Engineering, 2019, University of Cape Town

 The use of geosynthetics has rapidly increased in nearly all geotechnical related fields as they allow for innovations, improved performance and cost effectiveness in projects.… (more)

Subjects/Keywords: Geotechnical Engineering

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APA (6th Edition):

Sikwanda, C. (2019). An Investigation of the Effects of Specimen Gripping Systems on Shear Stress at the Geosynthetic/Geosynthetic Interface in Landfill Applications. (Masters Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/31224

Chicago Manual of Style (16th Edition):

Sikwanda, Charles. “An Investigation of the Effects of Specimen Gripping Systems on Shear Stress at the Geosynthetic/Geosynthetic Interface in Landfill Applications.” 2019. Masters Thesis, University of Cape Town. Accessed February 28, 2020. http://hdl.handle.net/11427/31224.

MLA Handbook (7th Edition):

Sikwanda, Charles. “An Investigation of the Effects of Specimen Gripping Systems on Shear Stress at the Geosynthetic/Geosynthetic Interface in Landfill Applications.” 2019. Web. 28 Feb 2020.

Vancouver:

Sikwanda C. An Investigation of the Effects of Specimen Gripping Systems on Shear Stress at the Geosynthetic/Geosynthetic Interface in Landfill Applications. [Internet] [Masters thesis]. University of Cape Town; 2019. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/11427/31224.

Council of Science Editors:

Sikwanda C. An Investigation of the Effects of Specimen Gripping Systems on Shear Stress at the Geosynthetic/Geosynthetic Interface in Landfill Applications. [Masters Thesis]. University of Cape Town; 2019. Available from: http://hdl.handle.net/11427/31224


Florida State University

10. Fatehnia, Milad. Automated Method for Determining Infiltration Rate in Soils.

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

 The first goal of this study was determining in-situ soil's vertical saturated hydraulic conductivity (Ks) from the measured steady infiltration rate, initial soil parameters, and… (more)

Subjects/Keywords: Engineering; Geotechnical engineering

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APA (6th Edition):

Fatehnia, M. (2015). Automated Method for Determining Infiltration Rate in Soils. (Doctoral Dissertation). Florida State University. Retrieved from http://purl.flvc.org/fsu/fd/FSU_migr_etd-9327 ;

Chicago Manual of Style (16th Edition):

Fatehnia, Milad. “Automated Method for Determining Infiltration Rate in Soils.” 2015. Doctoral Dissertation, Florida State University. Accessed February 28, 2020. http://purl.flvc.org/fsu/fd/FSU_migr_etd-9327 ;.

MLA Handbook (7th Edition):

Fatehnia, Milad. “Automated Method for Determining Infiltration Rate in Soils.” 2015. Web. 28 Feb 2020.

Vancouver:

Fatehnia M. Automated Method for Determining Infiltration Rate in Soils. [Internet] [Doctoral dissertation]. Florida State University; 2015. [cited 2020 Feb 28]. Available from: http://purl.flvc.org/fsu/fd/FSU_migr_etd-9327 ;.

Council of Science Editors:

Fatehnia M. Automated Method for Determining Infiltration Rate in Soils. [Doctoral Dissertation]. Florida State University; 2015. Available from: http://purl.flvc.org/fsu/fd/FSU_migr_etd-9327 ;


Queens University

11. Rahman, Kazi. Three Dimensional Numerical Analysis of Static Pipe Bursting .

Degree: Civil Engineering, 2013, Queens University

 During pipe bursting, a cone shaped expander is pulled through an existing pipe, breaking it, enlarging the cavity, and pulling a replacement pipe into place.… (more)

Subjects/Keywords: Geotechnical; Civil Engineering

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APA (6th Edition):

Rahman, K. (2013). Three Dimensional Numerical Analysis of Static Pipe Bursting . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/7830

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):

Rahman, Kazi. “Three Dimensional Numerical Analysis of Static Pipe Bursting .” 2013. Thesis, Queens University. Accessed February 28, 2020. http://hdl.handle.net/1974/7830.

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

MLA Handbook (7th Edition):

Rahman, Kazi. “Three Dimensional Numerical Analysis of Static Pipe Bursting .” 2013. Web. 28 Feb 2020.

Vancouver:

Rahman K. Three Dimensional Numerical Analysis of Static Pipe Bursting . [Internet] [Thesis]. Queens University; 2013. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/1974/7830.

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

Council of Science Editors:

Rahman K. Three Dimensional Numerical Analysis of Static Pipe Bursting . [Thesis]. Queens University; 2013. Available from: http://hdl.handle.net/1974/7830

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

12. Nyberg, Lina. Tjäldjupsberäkningar för järnvägsbank avsedd för höghastighetståg : Analys av tjälutbredning runt kulvertar.

Degree: Mining and Geotechnical Engineering, 2019, Luleå University of Technology

  För att förnya och förbättra den spårbundna trafiken inom Sverige är stambanor för höghastighetståg ett alternativ som utreds då det skulle innebära förkortade transporttider… (more)

Subjects/Keywords: Geotechnical Engineering; Geoteknik

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APA (6th Edition):

Nyberg, L. (2019). Tjäldjupsberäkningar för järnvägsbank avsedd för höghastighetståg : Analys av tjälutbredning runt kulvertar. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-75683

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):

Nyberg, Lina. “Tjäldjupsberäkningar för järnvägsbank avsedd för höghastighetståg : Analys av tjälutbredning runt kulvertar.” 2019. Thesis, Luleå University of Technology. Accessed February 28, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-75683.

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

MLA Handbook (7th Edition):

Nyberg, Lina. “Tjäldjupsberäkningar för järnvägsbank avsedd för höghastighetståg : Analys av tjälutbredning runt kulvertar.” 2019. Web. 28 Feb 2020.

Vancouver:

Nyberg L. Tjäldjupsberäkningar för järnvägsbank avsedd för höghastighetståg : Analys av tjälutbredning runt kulvertar. [Internet] [Thesis]. Luleå University of Technology; 2019. [cited 2020 Feb 28]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-75683.

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

Council of Science Editors:

Nyberg L. Tjäldjupsberäkningar för järnvägsbank avsedd för höghastighetståg : Analys av tjälutbredning runt kulvertar. [Thesis]. Luleå University of Technology; 2019. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-75683

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

13. Kakarla, Pawan. Geotechnical Properties Of the Travis Peak (Hosston) Formation in East Texas: A Compressive and Tensile Strength Analysis using Regression Analysis.

Degree: MS- Geology, Geology, 2016, Stephen F. Austin State University

  The estimation of rock mass strength is a key parameter in geotechnical engineering which is used in the design of geotechnical structures like tunnels,… (more)

Subjects/Keywords: Travis Peak; Geotechnical; Geology; Geology; Geotechnical Engineering

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APA (6th Edition):

Kakarla, P. (2016). Geotechnical Properties Of the Travis Peak (Hosston) Formation in East Texas: A Compressive and Tensile Strength Analysis using Regression Analysis. (Masters Thesis). Stephen F. Austin State University. Retrieved from https://scholarworks.sfasu.edu/etds/62

Chicago Manual of Style (16th Edition):

Kakarla, Pawan. “Geotechnical Properties Of the Travis Peak (Hosston) Formation in East Texas: A Compressive and Tensile Strength Analysis using Regression Analysis.” 2016. Masters Thesis, Stephen F. Austin State University. Accessed February 28, 2020. https://scholarworks.sfasu.edu/etds/62.

MLA Handbook (7th Edition):

Kakarla, Pawan. “Geotechnical Properties Of the Travis Peak (Hosston) Formation in East Texas: A Compressive and Tensile Strength Analysis using Regression Analysis.” 2016. Web. 28 Feb 2020.

Vancouver:

Kakarla P. Geotechnical Properties Of the Travis Peak (Hosston) Formation in East Texas: A Compressive and Tensile Strength Analysis using Regression Analysis. [Internet] [Masters thesis]. Stephen F. Austin State University; 2016. [cited 2020 Feb 28]. Available from: https://scholarworks.sfasu.edu/etds/62.

Council of Science Editors:

Kakarla P. Geotechnical Properties Of the Travis Peak (Hosston) Formation in East Texas: A Compressive and Tensile Strength Analysis using Regression Analysis. [Masters Thesis]. Stephen F. Austin State University; 2016. Available from: https://scholarworks.sfasu.edu/etds/62


Columbia University

14. Liu, Yang. Multiscale Modeling of Granular Materials.

Degree: 2015, Columbia University

 Granular materials have a “discrete” nature whose global mechanical behaviors are originated from the grain scale micromechanical mechanisms. The intriguing properties and non-trivial behaviors of… (more)

Subjects/Keywords: Civil engineering; Geotechnical engineering

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APA (6th Edition):

Liu, Y. (2015). Multiscale Modeling of Granular Materials. (Doctoral Dissertation). Columbia University. Retrieved from https://doi.org/10.7916/D88W3CR1

Chicago Manual of Style (16th Edition):

Liu, Yang. “Multiscale Modeling of Granular Materials.” 2015. Doctoral Dissertation, Columbia University. Accessed February 28, 2020. https://doi.org/10.7916/D88W3CR1.

MLA Handbook (7th Edition):

Liu, Yang. “Multiscale Modeling of Granular Materials.” 2015. Web. 28 Feb 2020.

Vancouver:

Liu Y. Multiscale Modeling of Granular Materials. [Internet] [Doctoral dissertation]. Columbia University; 2015. [cited 2020 Feb 28]. Available from: https://doi.org/10.7916/D88W3CR1.

Council of Science Editors:

Liu Y. Multiscale Modeling of Granular Materials. [Doctoral Dissertation]. Columbia University; 2015. Available from: https://doi.org/10.7916/D88W3CR1


Columbia University

15. Na, SeonHong. Multiscale thermo-hydro-mechanical-chemical coupling effects for fluid-infiltrating crystalline solids and geomaterials: theory, implementation, and validation.

Degree: 2018, Columbia University

 Extreme climate change and demanding energy resources have led to new geotechnical engineering challenges critical for sustainable development and resilient infrastructure of our society. Applications… (more)

Subjects/Keywords: Civil engineering; Geotechnical engineering; Crystals

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APA (6th Edition):

Na, S. (2018). Multiscale thermo-hydro-mechanical-chemical coupling effects for fluid-infiltrating crystalline solids and geomaterials: theory, implementation, and validation. (Doctoral Dissertation). Columbia University. Retrieved from https://doi.org/10.7916/D8P85VM9

Chicago Manual of Style (16th Edition):

Na, SeonHong. “Multiscale thermo-hydro-mechanical-chemical coupling effects for fluid-infiltrating crystalline solids and geomaterials: theory, implementation, and validation.” 2018. Doctoral Dissertation, Columbia University. Accessed February 28, 2020. https://doi.org/10.7916/D8P85VM9.

MLA Handbook (7th Edition):

Na, SeonHong. “Multiscale thermo-hydro-mechanical-chemical coupling effects for fluid-infiltrating crystalline solids and geomaterials: theory, implementation, and validation.” 2018. Web. 28 Feb 2020.

Vancouver:

Na S. Multiscale thermo-hydro-mechanical-chemical coupling effects for fluid-infiltrating crystalline solids and geomaterials: theory, implementation, and validation. [Internet] [Doctoral dissertation]. Columbia University; 2018. [cited 2020 Feb 28]. Available from: https://doi.org/10.7916/D8P85VM9.

Council of Science Editors:

Na S. Multiscale thermo-hydro-mechanical-chemical coupling effects for fluid-infiltrating crystalline solids and geomaterials: theory, implementation, and validation. [Doctoral Dissertation]. Columbia University; 2018. Available from: https://doi.org/10.7916/D8P85VM9


University of Cape Town

16. Qiu, Zhenghui. Investigation of hydro-mechanical particle flow through horizontal orifices.

Degree: Image, Civil Engineering, 2018, University of Cape Town

 In the modern world, as the global population continues to rise, the need for and recovery of natural resources is becoming ever more relevant. Identifying… (more)

Subjects/Keywords: Civil Engineering; Geotechnical Engineering

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APA (6th Edition):

Qiu, Z. (2018). Investigation of hydro-mechanical particle flow through horizontal orifices. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/28112

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):

Qiu, Zhenghui. “Investigation of hydro-mechanical particle flow through horizontal orifices.” 2018. Thesis, University of Cape Town. Accessed February 28, 2020. http://hdl.handle.net/11427/28112.

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

MLA Handbook (7th Edition):

Qiu, Zhenghui. “Investigation of hydro-mechanical particle flow through horizontal orifices.” 2018. Web. 28 Feb 2020.

Vancouver:

Qiu Z. Investigation of hydro-mechanical particle flow through horizontal orifices. [Internet] [Thesis]. University of Cape Town; 2018. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/11427/28112.

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

Council of Science Editors:

Qiu Z. Investigation of hydro-mechanical particle flow through horizontal orifices. [Thesis]. University of Cape Town; 2018. Available from: http://hdl.handle.net/11427/28112

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


University of Cape Town

17. Ongodia, Joan Evelyn. Geotechnical engineering design of a tunnel support system - a case study of Karuma (600MW) hydropower project.

Degree: Image, Geotechnical Engineering Research Group, 2017, University of Cape Town

 Tunnels have been built since 2180 B.C., through the stone age. They became popular worldwide since the eighteenth century, as transportation, military, mining, conveyance, storage… (more)

Subjects/Keywords: Civil Engineering; Geotechnical Engineering

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APA (6th Edition):

Ongodia, J. E. (2017). Geotechnical engineering design of a tunnel support system - a case study of Karuma (600MW) hydropower project. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/25498

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):

Ongodia, Joan Evelyn. “Geotechnical engineering design of a tunnel support system - a case study of Karuma (600MW) hydropower project.” 2017. Thesis, University of Cape Town. Accessed February 28, 2020. http://hdl.handle.net/11427/25498.

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

MLA Handbook (7th Edition):

Ongodia, Joan Evelyn. “Geotechnical engineering design of a tunnel support system - a case study of Karuma (600MW) hydropower project.” 2017. Web. 28 Feb 2020.

Vancouver:

Ongodia JE. Geotechnical engineering design of a tunnel support system - a case study of Karuma (600MW) hydropower project. [Internet] [Thesis]. University of Cape Town; 2017. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/11427/25498.

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

Council of Science Editors:

Ongodia JE. Geotechnical engineering design of a tunnel support system - a case study of Karuma (600MW) hydropower project. [Thesis]. University of Cape Town; 2017. Available from: http://hdl.handle.net/11427/25498

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


University of Cape Town

18. Lekea, Angella. Evaluation of the electrical density gauge for in-situ moisture and density determination.

Degree: Image, Civil Engineering, 2015, University of Cape Town

 Densification of soil during construction of earth structures is achieved through the process of compaction by application of mechanical energy to obtain the required engineering(more)

Subjects/Keywords: Civil Engineering; Geotechnical Engineering

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APA (6th Edition):

Lekea, A. (2015). Evaluation of the electrical density gauge for in-situ moisture and density determination. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/24301

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):

Lekea, Angella. “Evaluation of the electrical density gauge for in-situ moisture and density determination.” 2015. Thesis, University of Cape Town. Accessed February 28, 2020. http://hdl.handle.net/11427/24301.

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

MLA Handbook (7th Edition):

Lekea, Angella. “Evaluation of the electrical density gauge for in-situ moisture and density determination.” 2015. Web. 28 Feb 2020.

Vancouver:

Lekea A. Evaluation of the electrical density gauge for in-situ moisture and density determination. [Internet] [Thesis]. University of Cape Town; 2015. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/11427/24301.

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

Council of Science Editors:

Lekea A. Evaluation of the electrical density gauge for in-situ moisture and density determination. [Thesis]. University of Cape Town; 2015. Available from: http://hdl.handle.net/11427/24301

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


University of Nevada – Las Vegas

19. Sahagun, Lauren. Modeling Pavement Distress Rates within U.S. Air Force Airfields.

Degree: MSE, Civil and Environmental Engineering, 2014, University of Nevada – Las Vegas

  Through the review of Pavement Condition Index (PCI) surveys completed at Air Force installations scattered across the continental United States, pavement engineers at the… (more)

Subjects/Keywords: Civil Engineering; Geotechnical Engineering

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

APA (6th Edition):

Sahagun, L. (2014). Modeling Pavement Distress Rates within U.S. Air Force Airfields. (Masters Thesis). University of Nevada – Las Vegas. Retrieved from https://digitalscholarship.unlv.edu/thesesdissertations/2295

Chicago Manual of Style (16th Edition):

Sahagun, Lauren. “Modeling Pavement Distress Rates within U.S. Air Force Airfields.” 2014. Masters Thesis, University of Nevada – Las Vegas. Accessed February 28, 2020. https://digitalscholarship.unlv.edu/thesesdissertations/2295.

MLA Handbook (7th Edition):

Sahagun, Lauren. “Modeling Pavement Distress Rates within U.S. Air Force Airfields.” 2014. Web. 28 Feb 2020.

Vancouver:

Sahagun L. Modeling Pavement Distress Rates within U.S. Air Force Airfields. [Internet] [Masters thesis]. University of Nevada – Las Vegas; 2014. [cited 2020 Feb 28]. Available from: https://digitalscholarship.unlv.edu/thesesdissertations/2295.

Council of Science Editors:

Sahagun L. Modeling Pavement Distress Rates within U.S. Air Force Airfields. [Masters Thesis]. University of Nevada – Las Vegas; 2014. Available from: https://digitalscholarship.unlv.edu/thesesdissertations/2295


University of Toronto

20. Kabanda, John Samuel. Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data.

Degree: 2013, University of Toronto

Nonlinear seismic soil-structure interaction (SSI) analyses are often completed using the equivalent linear frequency domain analysis method as it is simple to use and computationally… (more)

Subjects/Keywords: Structural Engineering; Geotechnical Engineering; 0543

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

APA (6th Edition):

Kabanda, J. S. (2013). Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/42977

Chicago Manual of Style (16th Edition):

Kabanda, John Samuel. “Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data.” 2013. Masters Thesis, University of Toronto. Accessed February 28, 2020. http://hdl.handle.net/1807/42977.

MLA Handbook (7th Edition):

Kabanda, John Samuel. “Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data.” 2013. Web. 28 Feb 2020.

Vancouver:

Kabanda JS. Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/1807/42977.

Council of Science Editors:

Kabanda JS. Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/42977


Nanyang Technological University

21. U Kar Winn. Engineering geological properties of Jurong formation for underground cavern excavation in Singapore .

Degree: 2019, Nanyang Technological University

 The excavation of underground hydrocarbon storage rock cavern project had recently been completed in Singapore’s sedimentary Jurong Formation. Geologically speaking, it belongs to Ayer Chawan… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Winn, U. K. (2019). Engineering geological properties of Jurong formation for underground cavern excavation in Singapore . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10220/47602

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):

Winn, U Kar. “Engineering geological properties of Jurong formation for underground cavern excavation in Singapore .” 2019. Thesis, Nanyang Technological University. Accessed February 28, 2020. http://hdl.handle.net/10220/47602.

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

MLA Handbook (7th Edition):

Winn, U Kar. “Engineering geological properties of Jurong formation for underground cavern excavation in Singapore .” 2019. Web. 28 Feb 2020.

Vancouver:

Winn UK. Engineering geological properties of Jurong formation for underground cavern excavation in Singapore . [Internet] [Thesis]. Nanyang Technological University; 2019. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/10220/47602.

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

Council of Science Editors:

Winn UK. Engineering geological properties of Jurong formation for underground cavern excavation in Singapore . [Thesis]. Nanyang Technological University; 2019. Available from: http://hdl.handle.net/10220/47602

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


Nanyang Technological University

22. Nie, Wen. Reinforcement mechanism of rockbolt system for underground excavation .

Degree: 2019, Nanyang Technological University

 A rockbolt is a reinforcing element installed untensioned or tensioned into the ground to restrict the deformation of the surrounding rock mass in rock engineering.… (more)

Subjects/Keywords: Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Nie, W. (2019). Reinforcement mechanism of rockbolt system for underground excavation . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10220/49777

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):

Nie, Wen. “Reinforcement mechanism of rockbolt system for underground excavation .” 2019. Thesis, Nanyang Technological University. Accessed February 28, 2020. http://hdl.handle.net/10220/49777.

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

MLA Handbook (7th Edition):

Nie, Wen. “Reinforcement mechanism of rockbolt system for underground excavation .” 2019. Web. 28 Feb 2020.

Vancouver:

Nie W. Reinforcement mechanism of rockbolt system for underground excavation . [Internet] [Thesis]. Nanyang Technological University; 2019. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/10220/49777.

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

Council of Science Editors:

Nie W. Reinforcement mechanism of rockbolt system for underground excavation . [Thesis]. Nanyang Technological University; 2019. Available from: http://hdl.handle.net/10220/49777

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


Nanyang Technological University

23. Meng, Guanghui. The strength and deformation behaviour of a residual soil in Singapore .

Degree: 2010, Nanyang Technological University

 Most residual soils in nature are highly structured or cemented depending on the degree of weathering and the formation processes. The shear strength and stress-strain… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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

APA (6th Edition):

Meng, G. (2010). The strength and deformation behaviour of a residual soil in Singapore . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/42365

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):

Meng, Guanghui. “The strength and deformation behaviour of a residual soil in Singapore .” 2010. Thesis, Nanyang Technological University. Accessed February 28, 2020. http://hdl.handle.net/10356/42365.

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

MLA Handbook (7th Edition):

Meng, Guanghui. “The strength and deformation behaviour of a residual soil in Singapore .” 2010. Web. 28 Feb 2020.

Vancouver:

Meng G. The strength and deformation behaviour of a residual soil in Singapore . [Internet] [Thesis]. Nanyang Technological University; 2010. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/10356/42365.

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

Council of Science Editors:

Meng G. The strength and deformation behaviour of a residual soil in Singapore . [Thesis]. Nanyang Technological University; 2010. Available from: http://hdl.handle.net/10356/42365

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


Nanyang Technological University

24. Kambala Siva Nagi Reddy. Piles as settlement reducers in raft .

Degree: 2010, Nanyang Technological University

 Shallow foundation such as rafts is often the most economical and viable solution when the soil near the ground surface is competent and provides sufficient… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Reddy, K. S. N. (2010). Piles as settlement reducers in raft . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/42530

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):

Reddy, Kambala Siva Nagi. “Piles as settlement reducers in raft .” 2010. Thesis, Nanyang Technological University. Accessed February 28, 2020. http://hdl.handle.net/10356/42530.

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

MLA Handbook (7th Edition):

Reddy, Kambala Siva Nagi. “Piles as settlement reducers in raft .” 2010. Web. 28 Feb 2020.

Vancouver:

Reddy KSN. Piles as settlement reducers in raft . [Internet] [Thesis]. Nanyang Technological University; 2010. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/10356/42530.

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

Council of Science Editors:

Reddy KSN. Piles as settlement reducers in raft . [Thesis]. Nanyang Technological University; 2010. Available from: http://hdl.handle.net/10356/42530

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


Nanyang Technological University

25. He, Lei. Three dimensional numerical manifold method and rock engineering applications .

Degree: 2011, Nanyang Technological University

 Among various numerical methods, the numerical manifold method (NMM) is one of most suitable method to simulate deformations and stabilities of rock masses. The NMM… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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

APA (6th Edition):

He, L. (2011). Three dimensional numerical manifold method and rock engineering applications . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/43557

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):

He, Lei. “Three dimensional numerical manifold method and rock engineering applications .” 2011. Thesis, Nanyang Technological University. Accessed February 28, 2020. http://hdl.handle.net/10356/43557.

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

MLA Handbook (7th Edition):

He, Lei. “Three dimensional numerical manifold method and rock engineering applications .” 2011. Web. 28 Feb 2020.

Vancouver:

He L. Three dimensional numerical manifold method and rock engineering applications . [Internet] [Thesis]. Nanyang Technological University; 2011. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/10356/43557.

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

Council of Science Editors:

He L. Three dimensional numerical manifold method and rock engineering applications . [Thesis]. Nanyang Technological University; 2011. Available from: http://hdl.handle.net/10356/43557

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


Nanyang Technological University

26. Yang, Ya-ching. Smart image processing for steel bridge corrosion inspection .

Degree: 2010, Nanyang Technological University

 Image recognition has been widely utilized in scientific research and prevalently adopted in industries. Application in infrastructure condition assessment includes defect recognition on steel bridge… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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

APA (6th Edition):

Yang, Y. (2010). Smart image processing for steel bridge corrosion inspection . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/46735

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):

Yang, Ya-ching. “Smart image processing for steel bridge corrosion inspection .” 2010. Thesis, Nanyang Technological University. Accessed February 28, 2020. http://hdl.handle.net/10356/46735.

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

MLA Handbook (7th Edition):

Yang, Ya-ching. “Smart image processing for steel bridge corrosion inspection .” 2010. Web. 28 Feb 2020.

Vancouver:

Yang Y. Smart image processing for steel bridge corrosion inspection . [Internet] [Thesis]. Nanyang Technological University; 2010. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/10356/46735.

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

Council of Science Editors:

Yang Y. Smart image processing for steel bridge corrosion inspection . [Thesis]. Nanyang Technological University; 2010. Available from: http://hdl.handle.net/10356/46735

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


Nanyang Technological University

27. Chen, Xinyao. Effect of shearing rate on the behavior of sand .

Degree: 2011, Nanyang Technological University

The stress-strain behavior of cohesionless soils is known to be affected significantly by time-effects such as shearing rate effect. Shearing rate may affect the shear strength and pore water pressure. However, the mechanisms behind the rate-effects are not well understood.

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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

APA (6th Edition):

Chen, X. (2011). Effect of shearing rate on the behavior of sand . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/46741

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):

Chen, Xinyao. “Effect of shearing rate on the behavior of sand .” 2011. Thesis, Nanyang Technological University. Accessed February 28, 2020. http://hdl.handle.net/10356/46741.

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

MLA Handbook (7th Edition):

Chen, Xinyao. “Effect of shearing rate on the behavior of sand .” 2011. Web. 28 Feb 2020.

Vancouver:

Chen X. Effect of shearing rate on the behavior of sand . [Internet] [Thesis]. Nanyang Technological University; 2011. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/10356/46741.

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

Council of Science Editors:

Chen X. Effect of shearing rate on the behavior of sand . [Thesis]. Nanyang Technological University; 2011. Available from: http://hdl.handle.net/10356/46741

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


Nanyang Technological University

28. Chan, Chin Loong. Reliability assessment of laterally loaded single piles .

Degree: 2012, Nanyang Technological University

 The deterministic solution of laterally-loaded piles is implicit and often requires an iterative numerical procedure to obtain. On the other hand, parametric uncertainty is inherent… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Chan, C. L. (2012). Reliability assessment of laterally loaded single piles . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/48201

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):

Chan, Chin Loong. “Reliability assessment of laterally loaded single piles .” 2012. Thesis, Nanyang Technological University. Accessed February 28, 2020. http://hdl.handle.net/10356/48201.

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

MLA Handbook (7th Edition):

Chan, Chin Loong. “Reliability assessment of laterally loaded single piles .” 2012. Web. 28 Feb 2020.

Vancouver:

Chan CL. Reliability assessment of laterally loaded single piles . [Internet] [Thesis]. Nanyang Technological University; 2012. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/10356/48201.

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

Council of Science Editors:

Chan CL. Reliability assessment of laterally loaded single piles . [Thesis]. Nanyang Technological University; 2012. Available from: http://hdl.handle.net/10356/48201

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


Nanyang Technological University

29. Huang, Yongqing. Settlement of shallow foundation on cohesionless soil considering modulus degradation of soil .

Degree: 2011, Nanyang Technological University

 Settlement of shallow foundation on cohesionless soil is an old topic and a number of methods have been proposed in the literature. However, accurate settlement… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Huang, Y. (2011). Settlement of shallow foundation on cohesionless soil considering modulus degradation of soil . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/48370

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):

Huang, Yongqing. “Settlement of shallow foundation on cohesionless soil considering modulus degradation of soil .” 2011. Thesis, Nanyang Technological University. Accessed February 28, 2020. http://hdl.handle.net/10356/48370.

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

MLA Handbook (7th Edition):

Huang, Yongqing. “Settlement of shallow foundation on cohesionless soil considering modulus degradation of soil .” 2011. Web. 28 Feb 2020.

Vancouver:

Huang Y. Settlement of shallow foundation on cohesionless soil considering modulus degradation of soil . [Internet] [Thesis]. Nanyang Technological University; 2011. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/10356/48370.

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

Council of Science Editors:

Huang Y. Settlement of shallow foundation on cohesionless soil considering modulus degradation of soil . [Thesis]. Nanyang Technological University; 2011. Available from: http://hdl.handle.net/10356/48370

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


Nanyang Technological University

30. Goh, Shin Guan. Hysteresis effects on mechanical behaviour of unsaturated soils .

Degree: 2012, Nanyang Technological University

 In response to varying climatic conditions, soils above groundwater table and near the ground surface undergo drying and wetting. Under the same stress state, a… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Geotechnical

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APA (6th Edition):

Goh, S. G. (2012). Hysteresis effects on mechanical behaviour of unsaturated soils . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/48680

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):

Goh, Shin Guan. “Hysteresis effects on mechanical behaviour of unsaturated soils .” 2012. Thesis, Nanyang Technological University. Accessed February 28, 2020. http://hdl.handle.net/10356/48680.

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

MLA Handbook (7th Edition):

Goh, Shin Guan. “Hysteresis effects on mechanical behaviour of unsaturated soils .” 2012. Web. 28 Feb 2020.

Vancouver:

Goh SG. Hysteresis effects on mechanical behaviour of unsaturated soils . [Internet] [Thesis]. Nanyang Technological University; 2012. [cited 2020 Feb 28]. Available from: http://hdl.handle.net/10356/48680.

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

Council of Science Editors:

Goh SG. Hysteresis effects on mechanical behaviour of unsaturated soils . [Thesis]. Nanyang Technological University; 2012. Available from: http://hdl.handle.net/10356/48680

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

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