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You searched for subject:(geotechnical). Showing records 1 – 30 of 1152 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 October 13, 2019. 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. 13 Oct 2019.

Vancouver:

Platt MR. Settlement assessment of highway embankment for SR77/1500 West interchange in Springville, Utah. [Internet] [Masters thesis]. University of Utah; 2013. [cited 2019 Oct 13]. 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 Hong Kong

2. 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 October 13, 2019. 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. 13 Oct 2019.

Vancouver:

徐辭海; Xu C. Numerical modeling of object penetration in geotechnical engineering. [Internet] [Masters thesis]. University of Hong Kong; 2016. [cited 2019 Oct 13]. 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

3. 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 October 13, 2019. 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. 13 Oct 2019.

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 2019 Oct 13]. 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

4. 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 October 13, 2019. 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. 13 Oct 2019.

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 2019 Oct 13]. 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

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 October 13, 2019. 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. 13 Oct 2019.

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 2019 Oct 13]. 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. 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 October 13, 2019. 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. 13 Oct 2019.

Vancouver:

Oriokot JJO. Reinforcement of pavement subgrade using granular fill and a geosynthetic layer. [Internet] [Thesis]. University of Cape Town; 2014. [cited 2019 Oct 13]. 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

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 October 13, 2019. 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. 13 Oct 2019.

Vancouver:

Alfaro MI. Slope stability evaluation of an old earth fill dam founded on glaciolacustrine clays. [Internet] [Masters thesis]. University of Manitoba; 2016. [cited 2019 Oct 13]. 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


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 October 13, 2019. 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. 13 Oct 2019.

Vancouver:

Wu Y. Construction and performance of chemically and mechanically stabilized granular road test sections. [Internet] [Thesis]. Iowa State University; 2019. [cited 2019 Oct 13]. 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


Florida State University

9. 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 October 13, 2019. 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. 13 Oct 2019.

Vancouver:

Sakharova DV. Clogging of Leachate Collection Systems in Florida. [Internet] [Masters thesis]. Florida State University; 2014. [cited 2019 Oct 13]. 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 ;

10. 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 October 13, 2019. 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. 13 Oct 2019.

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 2019 Oct 13]. 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

11. Hossain, Abdul Siddik. Improvement of Dredged Sediments : A laboratory study on dredged sediments with different types of binders.

Degree: Environmental and Natural Resources Engineering, 2017, Luleå University of Technology

  tabilization and solidification (S/S) technique have been the most frequently used method for dredgedsediment improvement in Sweden and worldwide. As dredging activities are essential… (more)

Subjects/Keywords: Geotechnical Engineering; Geoteknik

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APA (6th Edition):

Hossain, A. S. (2017). Improvement of Dredged Sediments : A laboratory study on dredged sediments with different types of binders. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-65019

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):

Hossain, Abdul Siddik. “Improvement of Dredged Sediments : A laboratory study on dredged sediments with different types of binders.” 2017. Thesis, Luleå University of Technology. Accessed October 13, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-65019.

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

MLA Handbook (7th Edition):

Hossain, Abdul Siddik. “Improvement of Dredged Sediments : A laboratory study on dredged sediments with different types of binders.” 2017. Web. 13 Oct 2019.

Vancouver:

Hossain AS. Improvement of Dredged Sediments : A laboratory study on dredged sediments with different types of binders. [Internet] [Thesis]. Luleå University of Technology; 2017. [cited 2019 Oct 13]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-65019.

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

Council of Science Editors:

Hossain AS. Improvement of Dredged Sediments : A laboratory study on dredged sediments with different types of binders. [Thesis]. Luleå University of Technology; 2017. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-65019

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


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 October 13, 2019. 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. 13 Oct 2019.

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 2019 Oct 13]. 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


KTH

13. Nilsson, Tobias. Kapacitetsuppföljning av genomförd spontdrivning.

Degree: Soil and Rock Mechanics, 2018, KTH

Tätspont är en vanligt förekommande typ av stödkonstruktion och är i dagslägen den mest tids- och kostnadseffektiva på marknaden. Tätsponter består utav sammanfogade spontplankor… (more)

Subjects/Keywords: Geotechnical Engineering; Geoteknik

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APA (6th Edition):

Nilsson, T. (2018). Kapacitetsuppföljning av genomförd spontdrivning. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-230945

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):

Nilsson, Tobias. “Kapacitetsuppföljning av genomförd spontdrivning.” 2018. Thesis, KTH. Accessed October 13, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-230945.

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

MLA Handbook (7th Edition):

Nilsson, Tobias. “Kapacitetsuppföljning av genomförd spontdrivning.” 2018. Web. 13 Oct 2019.

Vancouver:

Nilsson T. Kapacitetsuppföljning av genomförd spontdrivning. [Internet] [Thesis]. KTH; 2018. [cited 2019 Oct 13]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-230945.

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

Council of Science Editors:

Nilsson T. Kapacitetsuppföljning av genomförd spontdrivning. [Thesis]. KTH; 2018. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-230945

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

14. Pattanaik, Chinmoy. Experimental Assessment of Contact Erosion in Embankment Dams with Glacial Till Core.

Degree: Mining and Geotechnical Engineering, 2018, Luleå University of Technology

  Contact erosion is a type of  internal erosion which develops at the boundary between two varying soil layers inside a dam body under the… (more)

Subjects/Keywords: Geotechnical Engineering; Geoteknik

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APA (6th Edition):

Pattanaik, C. (2018). Experimental Assessment of Contact Erosion in Embankment Dams with Glacial Till Core. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-71610

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):

Pattanaik, Chinmoy. “Experimental Assessment of Contact Erosion in Embankment Dams with Glacial Till Core.” 2018. Thesis, Luleå University of Technology. Accessed October 13, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-71610.

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

MLA Handbook (7th Edition):

Pattanaik, Chinmoy. “Experimental Assessment of Contact Erosion in Embankment Dams with Glacial Till Core.” 2018. Web. 13 Oct 2019.

Vancouver:

Pattanaik C. Experimental Assessment of Contact Erosion in Embankment Dams with Glacial Till Core. [Internet] [Thesis]. Luleå University of Technology; 2018. [cited 2019 Oct 13]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-71610.

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

Council of Science Editors:

Pattanaik C. Experimental Assessment of Contact Erosion in Embankment Dams with Glacial Till Core. [Thesis]. Luleå University of Technology; 2018. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-71610

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

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 October 13, 2019. 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. 13 Oct 2019.

Vancouver:

Rahman K. Three Dimensional Numerical Analysis of Static Pipe Bursting . [Internet] [Thesis]. Queens University; 2013. [cited 2019 Oct 13]. 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


Florida State University

16. 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 October 13, 2019. 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. 13 Oct 2019.

Vancouver:

Fatehnia M. Automated Method for Determining Infiltration Rate in Soils. [Internet] [Doctoral dissertation]. Florida State University; 2015. [cited 2019 Oct 13]. 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 ;

17. 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 October 13, 2019. 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. 13 Oct 2019.

Vancouver:

Nyberg L. Tjäldjupsberäkningar för järnvägsbank avsedd för höghastighetståg : Analys av tjälutbredning runt kulvertar. [Internet] [Thesis]. Luleå University of Technology; 2019. [cited 2019 Oct 13]. 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


Texas A&M University

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

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 October 13, 2019. 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. 13 Oct 2019.

Vancouver:

Rasulo MP. Simplified Plastic Limit Analysis of Drag Embedment Anchors in Layered Cohesive Soils. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2019 Oct 13]. 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

19. Rojas, Yerko Montaño. Vibrationsproblem i närliggande konstruktioner i samband med markarbete.

Degree: Science and Technology, 2011, Örebro University

  Ground work like blasting, piling and excavation has always had a great influence during the planning phase of a construction project since it can… (more)

Subjects/Keywords: vibrationer; Geotechnical Engineering; Geoteknik

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

APA (6th Edition):

Rojas, Y. M. (2011). Vibrationsproblem i närliggande konstruktioner i samband med markarbete. (Thesis). Örebro University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:oru:diva-22211

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):

Rojas, Yerko Montaño. “Vibrationsproblem i närliggande konstruktioner i samband med markarbete.” 2011. Thesis, Örebro University. Accessed October 13, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:oru:diva-22211.

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

MLA Handbook (7th Edition):

Rojas, Yerko Montaño. “Vibrationsproblem i närliggande konstruktioner i samband med markarbete.” 2011. Web. 13 Oct 2019.

Vancouver:

Rojas YM. Vibrationsproblem i närliggande konstruktioner i samband med markarbete. [Internet] [Thesis]. Örebro University; 2011. [cited 2019 Oct 13]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:oru:diva-22211.

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

Council of Science Editors:

Rojas YM. Vibrationsproblem i närliggande konstruktioner i samband med markarbete. [Thesis]. Örebro University; 2011. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:oru:diva-22211

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


Addis Ababa University

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

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 October 13, 2019. 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. 13 Oct 2019.

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 2019 Oct 13]. 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


University of Canterbury

21. Stringer, M.E. The axial behaviour of piled foundations in liquefiable soils.

Degree: Civil and Natural Resources Engineering, 2012, University of Canterbury

 Understanding the mechanisms by which any engineering structure resists load is an essential requirement for its consistent and reliable design. The axial resistance which can… (more)

Subjects/Keywords: Geotechnical Earthquake Engineering; deep foundations

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

APA (6th Edition):

Stringer, M. E. (2012). The axial behaviour of piled foundations in liquefiable soils. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/12967

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):

Stringer, M E. “The axial behaviour of piled foundations in liquefiable soils.” 2012. Thesis, University of Canterbury. Accessed October 13, 2019. http://hdl.handle.net/10092/12967.

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

MLA Handbook (7th Edition):

Stringer, M E. “The axial behaviour of piled foundations in liquefiable soils.” 2012. Web. 13 Oct 2019.

Vancouver:

Stringer ME. The axial behaviour of piled foundations in liquefiable soils. [Internet] [Thesis]. University of Canterbury; 2012. [cited 2019 Oct 13]. Available from: http://hdl.handle.net/10092/12967.

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

Council of Science Editors:

Stringer ME. The axial behaviour of piled foundations in liquefiable soils. [Thesis]. University of Canterbury; 2012. Available from: http://hdl.handle.net/10092/12967

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


Oregon State University

22. 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 October 13, 2019. 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. 13 Oct 2019.

Vancouver:

Young J(M. Uplift capacity and displacement of helical anchors in cohesive soil. [Internet] [Masters thesis]. Oregon State University; 2012. [cited 2019 Oct 13]. 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


McMaster University

23. 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 October 13, 2019. http://hdl.handle.net/11375/22888.

MLA Handbook (7th Edition):

Li, Xing. “Deformation of Granular Materials under Multi-Directional Loading.” 2018. Web. 13 Oct 2019.

Vancouver:

Li X. Deformation of Granular Materials under Multi-Directional Loading. [Internet] [Doctoral dissertation]. McMaster University; 2018. [cited 2019 Oct 13]. 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


Oregon State University

24. 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 October 13, 2019. http://hdl.handle.net/1957/49458.

MLA Handbook (7th Edition):

Simpson, Daniel Corder. “Behavioral thresholds in mixtures of sand and clay.” 2014. Web. 13 Oct 2019.

Vancouver:

Simpson DC. Behavioral thresholds in mixtures of sand and clay. [Internet] [Masters thesis]. Oregon State University; 2014. [cited 2019 Oct 13]. 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


KTH

25. McCourt, Brendan. Peat Failure in Ireland : A review based on three different case studies.

Degree: Soil and Rock Mechanics, 2017, KTH

  The main objective of this thesis was to determine how and why peat fails with the aim of reducing the threat caused by this… (more)

Subjects/Keywords: Peat Ireland; Geotechnical Engineering; Geoteknik

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

APA (6th Edition):

McCourt, B. (2017). Peat Failure in Ireland : A review based on three different case studies. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-210804

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):

McCourt, Brendan. “Peat Failure in Ireland : A review based on three different case studies.” 2017. Thesis, KTH. Accessed October 13, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-210804.

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

MLA Handbook (7th Edition):

McCourt, Brendan. “Peat Failure in Ireland : A review based on three different case studies.” 2017. Web. 13 Oct 2019.

Vancouver:

McCourt B. Peat Failure in Ireland : A review based on three different case studies. [Internet] [Thesis]. KTH; 2017. [cited 2019 Oct 13]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-210804.

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

Council of Science Editors:

McCourt B. Peat Failure in Ireland : A review based on three different case studies. [Thesis]. KTH; 2017. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-210804

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


University of Cape Town

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

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 October 13, 2019. 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. 13 Oct 2019.

Vancouver:

Qiu Z. Investigation of hydro-mechanical particle flow through horizontal orifices. [Internet] [Thesis]. University of Cape Town; 2018. [cited 2019 Oct 13]. 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

27. 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 October 13, 2019. 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. 13 Oct 2019.

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 2019 Oct 13]. 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

28. Wanyama, Paul. Experimental study of shear behaviour of high density polyethylene reinforced sand under triaxial compression.

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

 Soil reinforcement is an ancient technique which involves the addition of tensile elements like plastics in the soil to increase its engineering properties like shear… (more)

Subjects/Keywords: Civil Engineering; Geotechnical Engineering

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APA (6th Edition):

Wanyama, P. (2017). Experimental study of shear behaviour of high density polyethylene reinforced sand under triaxial compression. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/25520

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):

Wanyama, Paul. “Experimental study of shear behaviour of high density polyethylene reinforced sand under triaxial compression.” 2017. Thesis, University of Cape Town. Accessed October 13, 2019. http://hdl.handle.net/11427/25520.

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

MLA Handbook (7th Edition):

Wanyama, Paul. “Experimental study of shear behaviour of high density polyethylene reinforced sand under triaxial compression.” 2017. Web. 13 Oct 2019.

Vancouver:

Wanyama P. Experimental study of shear behaviour of high density polyethylene reinforced sand under triaxial compression. [Internet] [Thesis]. University of Cape Town; 2017. [cited 2019 Oct 13]. Available from: http://hdl.handle.net/11427/25520.

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

Council of Science Editors:

Wanyama P. Experimental study of shear behaviour of high density polyethylene reinforced sand under triaxial compression. [Thesis]. University of Cape Town; 2017. Available from: http://hdl.handle.net/11427/25520

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


University of Cape Town

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

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 October 13, 2019. 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. 13 Oct 2019.

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 2019 Oct 13]. 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


Columbia University

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

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 October 13, 2019. https://doi.org/10.7916/D88W3CR1.

MLA Handbook (7th Edition):

Liu, Yang. “Multiscale Modeling of Granular Materials.” 2015. Web. 13 Oct 2019.

Vancouver:

Liu Y. Multiscale Modeling of Granular Materials. [Internet] [Doctoral dissertation]. Columbia University; 2015. [cited 2019 Oct 13]. 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

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