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You searched for subject:(geotechnical). Showing records 1 – 30 of 1089 total matches.

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University of Utah

1. Platt, Michael Robert. Settlement assessment of highway embankment for SR77/1500 West interchange in Springville, Utah.

Degree: MS, Civil & Environmental Engineering, 2013, University of Utah

 A research study was conducted for the Utah Department of Transportationregarding settlement caused by embankment construction for a new bridge located aboutV mile east of… (more)

Subjects/Keywords: Geotechnical

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APA (6th Edition):

Platt, M. R. (2013). Settlement assessment of highway embankment for SR77/1500 West interchange in Springville, Utah. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2433/rec/2166

Chicago Manual of Style (16th Edition):

Platt, Michael Robert. “Settlement assessment of highway embankment for SR77/1500 West interchange in Springville, Utah.” 2013. Masters Thesis, University of Utah. Accessed September 30, 2020. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2433/rec/2166.

MLA Handbook (7th Edition):

Platt, Michael Robert. “Settlement assessment of highway embankment for SR77/1500 West interchange in Springville, Utah.” 2013. Web. 30 Sep 2020.

Vancouver:

Platt MR. Settlement assessment of highway embankment for SR77/1500 West interchange in Springville, Utah. [Internet] [Masters thesis]. University of Utah; 2013. [cited 2020 Sep 30]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2433/rec/2166.

Council of Science Editors:

Platt MR. Settlement assessment of highway embankment for SR77/1500 West interchange in Springville, Utah. [Masters Thesis]. University of Utah; 2013. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2433/rec/2166


University of Cape Town

2. 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 September 30, 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. 30 Sep 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 Sep 30]. 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

3. Damane, Monica. An investigation into the volume change characteristics of loess like soil in Mount Moorosi Village in Lesotho.

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

 The Mount Moorosi village is situated in the Senqu River Valley of southern Lesotho, within the Stormberg landform. The integrity and aesthetic appearance of nearly… (more)

Subjects/Keywords: Geotechnical Engineering

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APA (6th Edition):

Damane, M. (2019). An investigation into the volume change characteristics of loess like soil in Mount Moorosi Village in Lesotho. (Masters Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/31497

Chicago Manual of Style (16th Edition):

Damane, Monica. “An investigation into the volume change characteristics of loess like soil in Mount Moorosi Village in Lesotho.” 2019. Masters Thesis, University of Cape Town. Accessed September 30, 2020. http://hdl.handle.net/11427/31497.

MLA Handbook (7th Edition):

Damane, Monica. “An investigation into the volume change characteristics of loess like soil in Mount Moorosi Village in Lesotho.” 2019. Web. 30 Sep 2020.

Vancouver:

Damane M. An investigation into the volume change characteristics of loess like soil in Mount Moorosi Village in Lesotho. [Internet] [Masters thesis]. University of Cape Town; 2019. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/11427/31497.

Council of Science Editors:

Damane M. An investigation into the volume change characteristics of loess like soil in Mount Moorosi Village in Lesotho. [Masters Thesis]. University of Cape Town; 2019. Available from: http://hdl.handle.net/11427/31497


University of Cape Town

4. 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 September 30, 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. 30 Sep 2020.

Vancouver:

Oriokot JJO. Reinforcement of pavement subgrade using granular fill and a geosynthetic layer. [Internet] [Thesis]. University of Cape Town; 2014. [cited 2020 Sep 30]. 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 Cape Town

5. 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 September 30, 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. 30 Sep 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 Sep 30]. 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

6. 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 September 30, 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. 30 Sep 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 Sep 30]. 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


University of Manitoba

7. 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 September 30, 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. 30 Sep 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 Sep 30]. 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

8. 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 September 30, 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. 30 Sep 2020.

Vancouver:

Sakharova DV. Clogging of Leachate Collection Systems in Florida. [Internet] [Masters thesis]. Florida State University; 2014. [cited 2020 Sep 30]. 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

9. 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 September 30, 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. 30 Sep 2020.

Vancouver:

Wu Y. Construction and performance of chemically and mechanically stabilized granular road test sections. [Internet] [Thesis]. Iowa State University; 2019. [cited 2020 Sep 30]. 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 Tennessee – Knoxville

10. 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 September 30, 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. 30 Sep 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 Sep 30]. 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

11. 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 September 30, 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. 30 Sep 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 Sep 30]. 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


Addis Ababa University

12. ALEMAYEHU, AYELE. INTEGRATED GEOPHYSICAL AND GEOTECHNICAL INVESTIGATIONS FOR THE BUILDING SITE CHARACTERIZATION OF WOLKITE UNIVERSITY, GUBRE, WOLKITE, ETHIOPIA.

Degree: 2013, Addis Ababa University

 A foundation study has been undertaken at the site of the newly proposed Wolkite University Campus. The site is located northeast of Wolkite town in… (more)

Subjects/Keywords: WOLKITE; GEOTECHNICAL INVESTIGATIONS

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APA (6th Edition):

ALEMAYEHU, A. (2013). INTEGRATED GEOPHYSICAL AND GEOTECHNICAL INVESTIGATIONS FOR THE BUILDING SITE CHARACTERIZATION OF WOLKITE UNIVERSITY, GUBRE, WOLKITE, ETHIOPIA. (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/889

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):

ALEMAYEHU, AYELE. “INTEGRATED GEOPHYSICAL AND GEOTECHNICAL INVESTIGATIONS FOR THE BUILDING SITE CHARACTERIZATION OF WOLKITE UNIVERSITY, GUBRE, WOLKITE, ETHIOPIA. ” 2013. Thesis, Addis Ababa University. Accessed September 30, 2020. http://etd.aau.edu.et/dspace/handle/123456789/889.

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

MLA Handbook (7th Edition):

ALEMAYEHU, AYELE. “INTEGRATED GEOPHYSICAL AND GEOTECHNICAL INVESTIGATIONS FOR THE BUILDING SITE CHARACTERIZATION OF WOLKITE UNIVERSITY, GUBRE, WOLKITE, ETHIOPIA. ” 2013. Web. 30 Sep 2020.

Vancouver:

ALEMAYEHU A. INTEGRATED GEOPHYSICAL AND GEOTECHNICAL INVESTIGATIONS FOR THE BUILDING SITE CHARACTERIZATION OF WOLKITE UNIVERSITY, GUBRE, WOLKITE, ETHIOPIA. [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2020 Sep 30]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/889.

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

Council of Science Editors:

ALEMAYEHU A. INTEGRATED GEOPHYSICAL AND GEOTECHNICAL INVESTIGATIONS FOR THE BUILDING SITE CHARACTERIZATION OF WOLKITE UNIVERSITY, GUBRE, WOLKITE, ETHIOPIA. [Thesis]. Addis Ababa University; 2013. Available from: http://etd.aau.edu.et/dspace/handle/123456789/889

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


Florida State University

13. 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 September 30, 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. 30 Sep 2020.

Vancouver:

Fatehnia M. Automated Method for Determining Infiltration Rate in Soils. [Internet] [Doctoral dissertation]. Florida State University; 2015. [cited 2020 Sep 30]. 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 ;

14. 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 September 30, 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. 30 Sep 2020.

Vancouver:

Nyberg L. Tjäldjupsberäkningar för järnvägsbank avsedd för höghastighetståg : Analys av tjälutbredning runt kulvertar. [Internet] [Thesis]. Luleå University of Technology; 2019. [cited 2020 Sep 30]. 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


Queens University

15. 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 September 30, 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. 30 Sep 2020.

Vancouver:

Rahman K. Three Dimensional Numerical Analysis of Static Pipe Bursting . [Internet] [Thesis]. Queens University; 2013. [cited 2020 Sep 30]. 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

16. Lindberg, Niclas. Three-dimensional effects in slope stability for shallow excavations : Analyses with the finite element program PLAXIS.

Degree: Environmental and Natural Resources Engineering, 2020, Luleå University of Technology

  The purpose with this study was to investigate the impact of three-dimensional effects in slope stability for three-dimensional excavations and slopes with cohesive soils… (more)

Subjects/Keywords: Geotechnical Engineering; Geoteknik

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APA (6th Edition):

Lindberg, N. (2020). Three-dimensional effects in slope stability for shallow excavations : Analyses with the finite element program PLAXIS. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-79961

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):

Lindberg, Niclas. “Three-dimensional effects in slope stability for shallow excavations : Analyses with the finite element program PLAXIS.” 2020. Thesis, Luleå University of Technology. Accessed September 30, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-79961.

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

MLA Handbook (7th Edition):

Lindberg, Niclas. “Three-dimensional effects in slope stability for shallow excavations : Analyses with the finite element program PLAXIS.” 2020. Web. 30 Sep 2020.

Vancouver:

Lindberg N. Three-dimensional effects in slope stability for shallow excavations : Analyses with the finite element program PLAXIS. [Internet] [Thesis]. Luleå University of Technology; 2020. [cited 2020 Sep 30]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-79961.

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

Council of Science Editors:

Lindberg N. Three-dimensional effects in slope stability for shallow excavations : Analyses with the finite element program PLAXIS. [Thesis]. Luleå University of Technology; 2020. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-79961

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


Oregon State University

17. Young, Jessica (Jessica Marie). Uplift capacity and displacement of helical anchors in cohesive soil.

Degree: MS, Civil Engineering, 2012, Oregon State University

 Helical anchors are a type of deep foundation element that can be installed quickly in almost any location and can accept the immediate application of… (more)

Subjects/Keywords: Geotechnical; Anchorage (Structural engineering)

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APA (6th Edition):

Young, J. (. M. (2012). Uplift capacity and displacement of helical anchors in cohesive soil. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/29487

Chicago Manual of Style (16th Edition):

Young, Jessica (Jessica Marie). “Uplift capacity and displacement of helical anchors in cohesive soil.” 2012. Masters Thesis, Oregon State University. Accessed September 30, 2020. http://hdl.handle.net/1957/29487.

MLA Handbook (7th Edition):

Young, Jessica (Jessica Marie). “Uplift capacity and displacement of helical anchors in cohesive soil.” 2012. Web. 30 Sep 2020.

Vancouver:

Young J(M. Uplift capacity and displacement of helical anchors in cohesive soil. [Internet] [Masters thesis]. Oregon State University; 2012. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1957/29487.

Council of Science Editors:

Young J(M. Uplift capacity and displacement of helical anchors in cohesive soil. [Masters Thesis]. Oregon State University; 2012. Available from: http://hdl.handle.net/1957/29487


Texas A&M University

18. Rezaei Tafti, Somayeh. High Speed Train Geotechnics: Numerical and Experimental Simulation of Some Embankment Problems.

Degree: PhD, Civil Engineering, 2018, Texas A&M University

 This dissertation explores some of the geotechnical challenges associated with implementing high-speed railway (HSR) systems. These challenges are mostly related to HSR embankments. Three special… (more)

Subjects/Keywords: high speed trains; geotechnical problems

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APA (6th Edition):

Rezaei Tafti, S. (2018). High Speed Train Geotechnics: Numerical and Experimental Simulation of Some Embankment Problems. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/173329

Chicago Manual of Style (16th Edition):

Rezaei Tafti, Somayeh. “High Speed Train Geotechnics: Numerical and Experimental Simulation of Some Embankment Problems.” 2018. Doctoral Dissertation, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/173329.

MLA Handbook (7th Edition):

Rezaei Tafti, Somayeh. “High Speed Train Geotechnics: Numerical and Experimental Simulation of Some Embankment Problems.” 2018. Web. 30 Sep 2020.

Vancouver:

Rezaei Tafti S. High Speed Train Geotechnics: Numerical and Experimental Simulation of Some Embankment Problems. [Internet] [Doctoral dissertation]. Texas A&M University; 2018. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/173329.

Council of Science Editors:

Rezaei Tafti S. High Speed Train Geotechnics: Numerical and Experimental Simulation of Some Embankment Problems. [Doctoral Dissertation]. Texas A&M University; 2018. Available from: http://hdl.handle.net/1969.1/173329


Texas A&M University

19. Rasulo, Marcus P. Simplified Plastic Limit Analysis of Drag Embedment Anchors in Layered Cohesive Soils.

Degree: MS, Civil Engineering, 2016, Texas A&M University

 Drag embedment anchors (DEA) are widely used for the temporary, and to a lesser extent the permanent mooring of offshore structures. While they can provide… (more)

Subjects/Keywords: drag anchors; offshore anchors; geotechnical

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APA (6th Edition):

Rasulo, M. P. (2016). Simplified Plastic Limit Analysis of Drag Embedment Anchors in Layered Cohesive Soils. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/157108

Chicago Manual of Style (16th Edition):

Rasulo, Marcus P. “Simplified Plastic Limit Analysis of Drag Embedment Anchors in Layered Cohesive Soils.” 2016. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/157108.

MLA Handbook (7th Edition):

Rasulo, Marcus P. “Simplified Plastic Limit Analysis of Drag Embedment Anchors in Layered Cohesive Soils.” 2016. Web. 30 Sep 2020.

Vancouver:

Rasulo MP. Simplified Plastic Limit Analysis of Drag Embedment Anchors in Layered Cohesive Soils. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/157108.

Council of Science Editors:

Rasulo MP. Simplified Plastic Limit Analysis of Drag Embedment Anchors in Layered Cohesive Soils. [Masters Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/157108


McMaster University

20. Li, Xing. Deformation of Granular Materials under Multi-Directional Loading.

Degree: PhD, 2018, McMaster University

 The deformation and failure properties of granular soils largely affect the stability of upper structures built on or in such soils. Owing to its discrete… (more)

Subjects/Keywords: geotechnical engineering; constitutive modelling

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APA (6th Edition):

Li, X. (2018). Deformation of Granular Materials under Multi-Directional Loading. (Doctoral Dissertation). McMaster University. Retrieved from http://hdl.handle.net/11375/22888

Chicago Manual of Style (16th Edition):

Li, Xing. “Deformation of Granular Materials under Multi-Directional Loading.” 2018. Doctoral Dissertation, McMaster University. Accessed September 30, 2020. http://hdl.handle.net/11375/22888.

MLA Handbook (7th Edition):

Li, Xing. “Deformation of Granular Materials under Multi-Directional Loading.” 2018. Web. 30 Sep 2020.

Vancouver:

Li X. Deformation of Granular Materials under Multi-Directional Loading. [Internet] [Doctoral dissertation]. McMaster University; 2018. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/11375/22888.

Council of Science Editors:

Li X. Deformation of Granular Materials under Multi-Directional Loading. [Doctoral Dissertation]. McMaster University; 2018. Available from: http://hdl.handle.net/11375/22888


Queens University

21. Ni, PengPeng. Nonlinear soil-structure interaction for buried pressure pipes under differential ground motion .

Degree: Civil Engineering, 2016, Queens University

 Pipelines extend thousands of kilometers across wide geographic areas as a network to provide essential services for modern life. It is inevitable that pipelines must… (more)

Subjects/Keywords: Pipeline Design ; Geotechnical Engineering

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APA (6th Edition):

Ni, P. (2016). Nonlinear soil-structure interaction for buried pressure pipes under differential ground motion . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/15002

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):

Ni, PengPeng. “Nonlinear soil-structure interaction for buried pressure pipes under differential ground motion .” 2016. Thesis, Queens University. Accessed September 30, 2020. http://hdl.handle.net/1974/15002.

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

MLA Handbook (7th Edition):

Ni, PengPeng. “Nonlinear soil-structure interaction for buried pressure pipes under differential ground motion .” 2016. Web. 30 Sep 2020.

Vancouver:

Ni P. Nonlinear soil-structure interaction for buried pressure pipes under differential ground motion . [Internet] [Thesis]. Queens University; 2016. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1974/15002.

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

Council of Science Editors:

Ni P. Nonlinear soil-structure interaction for buried pressure pipes under differential ground motion . [Thesis]. Queens University; 2016. Available from: http://hdl.handle.net/1974/15002

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


Addis Ababa University

22. Yonatan, Garkebo. Integrated Geophysical and Geotechnical Investigations for Building Site Characterization of Wachamo University, North-east of Hosanna Town, Southern Ethiopia .

Degree: 2013, Addis Ababa University

 The present study was carried at Wachimo University which is located northeast of Hossana town in Southern Ethiopia, 230 km from Addis Ababa city. The… (more)

Subjects/Keywords: geotechnical investigation; Electrical Resistivity Tomography

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APA (6th Edition):

Yonatan, G. (2013). Integrated Geophysical and Geotechnical Investigations for Building Site Characterization of Wachamo University, North-east of Hosanna Town, Southern Ethiopia . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/891

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):

Yonatan, Garkebo. “Integrated Geophysical and Geotechnical Investigations for Building Site Characterization of Wachamo University, North-east of Hosanna Town, Southern Ethiopia .” 2013. Thesis, Addis Ababa University. Accessed September 30, 2020. http://etd.aau.edu.et/dspace/handle/123456789/891.

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

MLA Handbook (7th Edition):

Yonatan, Garkebo. “Integrated Geophysical and Geotechnical Investigations for Building Site Characterization of Wachamo University, North-east of Hosanna Town, Southern Ethiopia .” 2013. Web. 30 Sep 2020.

Vancouver:

Yonatan G. Integrated Geophysical and Geotechnical Investigations for Building Site Characterization of Wachamo University, North-east of Hosanna Town, Southern Ethiopia . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2020 Sep 30]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/891.

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

Council of Science Editors:

Yonatan G. Integrated Geophysical and Geotechnical Investigations for Building Site Characterization of Wachamo University, North-east of Hosanna Town, Southern Ethiopia . [Thesis]. Addis Ababa University; 2013. Available from: http://etd.aau.edu.et/dspace/handle/123456789/891

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


Oregon State University

23. Simpson, Daniel Corder. Behavioral thresholds in mixtures of sand and clay.

Degree: MS, Civil Engineering, 2014, Oregon State University

 Nearly all soils are comprised of mixtures of coarse and fine particles. Behavior under mechanical and thermal loading of soil is strongly influenced (and in… (more)

Subjects/Keywords: Geotechnical; Clay soils  – Testing

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APA (6th Edition):

Simpson, D. C. (2014). Behavioral thresholds in mixtures of sand and clay. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/49458

Chicago Manual of Style (16th Edition):

Simpson, Daniel Corder. “Behavioral thresholds in mixtures of sand and clay.” 2014. Masters Thesis, Oregon State University. Accessed September 30, 2020. http://hdl.handle.net/1957/49458.

MLA Handbook (7th Edition):

Simpson, Daniel Corder. “Behavioral thresholds in mixtures of sand and clay.” 2014. Web. 30 Sep 2020.

Vancouver:

Simpson DC. Behavioral thresholds in mixtures of sand and clay. [Internet] [Masters thesis]. Oregon State University; 2014. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1957/49458.

Council of Science Editors:

Simpson DC. Behavioral thresholds in mixtures of sand and clay. [Masters Thesis]. Oregon State University; 2014. Available from: http://hdl.handle.net/1957/49458


University of Cape Town

24. 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 September 30, 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. 30 Sep 2020.

Vancouver:

Qiu Z. Investigation of hydro-mechanical particle flow through horizontal orifices. [Internet] [Thesis]. University of Cape Town; 2018. [cited 2020 Sep 30]. 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

25. 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 September 30, 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. 30 Sep 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 Sep 30]. 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 Cape Town

26. Kiptoo, Dennis Kipngetich. An investigation of the effect of dynamic and static loading to geosynthetic reinforced pavements overlying a soft subgrade.

Degree: Image, Civil Engineering, 2016, University of Cape Town

 Construction of roads over soft soils can lead to design and construction related problems linked to the soil's compressibility characteristics and low strength. Failure, in… (more)

Subjects/Keywords: Civil Engineering; Geotechnical Engineerin

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APA (6th Edition):

Kiptoo, D. K. (2016). An investigation of the effect of dynamic and static loading to geosynthetic reinforced pavements overlying a soft subgrade. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/20923

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):

Kiptoo, Dennis Kipngetich. “An investigation of the effect of dynamic and static loading to geosynthetic reinforced pavements overlying a soft subgrade.” 2016. Thesis, University of Cape Town. Accessed September 30, 2020. http://hdl.handle.net/11427/20923.

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

MLA Handbook (7th Edition):

Kiptoo, Dennis Kipngetich. “An investigation of the effect of dynamic and static loading to geosynthetic reinforced pavements overlying a soft subgrade.” 2016. Web. 30 Sep 2020.

Vancouver:

Kiptoo DK. An investigation of the effect of dynamic and static loading to geosynthetic reinforced pavements overlying a soft subgrade. [Internet] [Thesis]. University of Cape Town; 2016. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/11427/20923.

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

Council of Science Editors:

Kiptoo DK. An investigation of the effect of dynamic and static loading to geosynthetic reinforced pavements overlying a soft subgrade. [Thesis]. University of Cape Town; 2016. Available from: http://hdl.handle.net/11427/20923

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


University of Cape Town

27. 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 September 30, 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. 30 Sep 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 Sep 30]. 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


Boston College

28. Soeller, Christopher Philip. Investigation of the Hydromechanical Effects of Lithostatic Unloading in Open-pit Mines.

Degree: MS, Earth and Environmental Sciences, 2016, Boston College

 The stability of open-pit mine walls and other geotechnical infrastructure is a function of geometry, material properties and groundwater conditions (pore pressure distribution). A portion… (more)

Subjects/Keywords: geotechnical; hydrogeology; mining; pore pressure

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APA (6th Edition):

Soeller, C. P. (2016). Investigation of the Hydromechanical Effects of Lithostatic Unloading in Open-pit Mines. (Masters Thesis). Boston College. Retrieved from http://dlib.bc.edu/islandora/object/bc-ir:107281

Chicago Manual of Style (16th Edition):

Soeller, Christopher Philip. “Investigation of the Hydromechanical Effects of Lithostatic Unloading in Open-pit Mines.” 2016. Masters Thesis, Boston College. Accessed September 30, 2020. http://dlib.bc.edu/islandora/object/bc-ir:107281.

MLA Handbook (7th Edition):

Soeller, Christopher Philip. “Investigation of the Hydromechanical Effects of Lithostatic Unloading in Open-pit Mines.” 2016. Web. 30 Sep 2020.

Vancouver:

Soeller CP. Investigation of the Hydromechanical Effects of Lithostatic Unloading in Open-pit Mines. [Internet] [Masters thesis]. Boston College; 2016. [cited 2020 Sep 30]. Available from: http://dlib.bc.edu/islandora/object/bc-ir:107281.

Council of Science Editors:

Soeller CP. Investigation of the Hydromechanical Effects of Lithostatic Unloading in Open-pit Mines. [Masters Thesis]. Boston College; 2016. Available from: http://dlib.bc.edu/islandora/object/bc-ir:107281


Columbia University

29. 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 September 30, 2020. https://doi.org/10.7916/D88W3CR1.

MLA Handbook (7th Edition):

Liu, Yang. “Multiscale Modeling of Granular Materials.” 2015. Web. 30 Sep 2020.

Vancouver:

Liu Y. Multiscale Modeling of Granular Materials. [Internet] [Doctoral dissertation]. Columbia University; 2015. [cited 2020 Sep 30]. 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

30. 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 September 30, 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. 30 Sep 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 Sep 30]. 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

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