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You searched for subject:(Unsaturated Soils). Showing records 1 – 30 of 85 total matches.

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Addis Ababa University

1. EYOB, TEFERI. UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA .

Degree: 2013, Addis Ababa University

 Most of the shear strength tests and studies done in this country particularly in Addis Ababa are using the conventional triaxial machine, which is unable… (more)

Subjects/Keywords: UNSATURATED SHEAR STRENGTH; SILT SOILS

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APA (6th Edition):

EYOB, T. (2013). UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4086

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):

EYOB, TEFERI. “UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA .” 2013. Thesis, Addis Ababa University. Accessed January 19, 2020. http://etd.aau.edu.et/dspace/handle/123456789/4086.

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

MLA Handbook (7th Edition):

EYOB, TEFERI. “UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA .” 2013. Web. 19 Jan 2020.

Vancouver:

EYOB T. UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2020 Jan 19]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4086.

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

Council of Science Editors:

EYOB T. UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA . [Thesis]. Addis Ababa University; 2013. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4086

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


University of New South Wales

2. Gui, Yilin. Desiccation cracking in unsaturated soils.

Degree: Civil & Environmental Engineering, 2014, University of New South Wales

 A comprehensive study of desiccation shrinkage and cracking in unsaturated soils is performed, including macroscopic and microscopic desiccation tests on two commercially available soils. In… (more)

Subjects/Keywords: unsaturated soils; desiccation cracking; DLSM

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APA (6th Edition):

Gui, Y. (2014). Desiccation cracking in unsaturated soils. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/53953 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12664/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Gui, Yilin. “Desiccation cracking in unsaturated soils.” 2014. Doctoral Dissertation, University of New South Wales. Accessed January 19, 2020. http://handle.unsw.edu.au/1959.4/53953 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12664/SOURCE02?view=true.

MLA Handbook (7th Edition):

Gui, Yilin. “Desiccation cracking in unsaturated soils.” 2014. Web. 19 Jan 2020.

Vancouver:

Gui Y. Desiccation cracking in unsaturated soils. [Internet] [Doctoral dissertation]. University of New South Wales; 2014. [cited 2020 Jan 19]. Available from: http://handle.unsw.edu.au/1959.4/53953 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12664/SOURCE02?view=true.

Council of Science Editors:

Gui Y. Desiccation cracking in unsaturated soils. [Doctoral Dissertation]. University of New South Wales; 2014. Available from: http://handle.unsw.edu.au/1959.4/53953 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12664/SOURCE02?view=true


University of Newcastle

3. Zhou, Annan. Constitutive modelling of hydromechanical behaviour of unsaturated soils.

Degree: PhD, 2011, University of Newcastle

Research Doctorate - Doctor of Philosophy (PhD)

Geotechnical problems associated with unsaturated soils are common in semi-arid climates such as Australia’s, where the upper soil… (more)

Subjects/Keywords: constitutive modelling; hydromechanical behaviour; unsaturated soils

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APA (6th Edition):

Zhou, A. (2011). Constitutive modelling of hydromechanical behaviour of unsaturated soils. (Doctoral Dissertation). University of Newcastle. Retrieved from http://hdl.handle.net/1959.13/918844

Chicago Manual of Style (16th Edition):

Zhou, Annan. “Constitutive modelling of hydromechanical behaviour of unsaturated soils.” 2011. Doctoral Dissertation, University of Newcastle. Accessed January 19, 2020. http://hdl.handle.net/1959.13/918844.

MLA Handbook (7th Edition):

Zhou, Annan. “Constitutive modelling of hydromechanical behaviour of unsaturated soils.” 2011. Web. 19 Jan 2020.

Vancouver:

Zhou A. Constitutive modelling of hydromechanical behaviour of unsaturated soils. [Internet] [Doctoral dissertation]. University of Newcastle; 2011. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1959.13/918844.

Council of Science Editors:

Zhou A. Constitutive modelling of hydromechanical behaviour of unsaturated soils. [Doctoral Dissertation]. University of Newcastle; 2011. Available from: http://hdl.handle.net/1959.13/918844


University of Oklahoma

4. Collins, Rodney. In Situ Testing and its Application to Foundation Analysis in Fine-Grained Unsaturated Soils.

Degree: PhD, 2016, University of Oklahoma

 The in situ test is an important part of a geotechnical engineer’s arsenal. Currently, there are no established methods for interpreting results of in situ… (more)

Subjects/Keywords: Geotechnical Engineering; Unsaturated Soils; Foundation Engineering

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APA (6th Edition):

Collins, R. (2016). In Situ Testing and its Application to Foundation Analysis in Fine-Grained Unsaturated Soils. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/47092

Chicago Manual of Style (16th Edition):

Collins, Rodney. “In Situ Testing and its Application to Foundation Analysis in Fine-Grained Unsaturated Soils.” 2016. Doctoral Dissertation, University of Oklahoma. Accessed January 19, 2020. http://hdl.handle.net/11244/47092.

MLA Handbook (7th Edition):

Collins, Rodney. “In Situ Testing and its Application to Foundation Analysis in Fine-Grained Unsaturated Soils.” 2016. Web. 19 Jan 2020.

Vancouver:

Collins R. In Situ Testing and its Application to Foundation Analysis in Fine-Grained Unsaturated Soils. [Internet] [Doctoral dissertation]. University of Oklahoma; 2016. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/11244/47092.

Council of Science Editors:

Collins R. In Situ Testing and its Application to Foundation Analysis in Fine-Grained Unsaturated Soils. [Doctoral Dissertation]. University of Oklahoma; 2016. Available from: http://hdl.handle.net/11244/47092


University of Oklahoma

5. ZHANG, BO. IMPLEMENTATION AND VALIDATION OF A HYDRO-MECHANICAL ELASTOPLASTIC CONSTITUTIVE MODEL FOR FULLY COUPLED ANALYSIS OF UNSATURATED SOILS.

Degree: PhD, 2017, University of Oklahoma

Unsaturated soils are commonly encountered in natural soil deposits above the ground water table and in civil infrastructure construction as compacted soils. In earthquake prone… (more)

Subjects/Keywords: UNSATURATED SOILS; FINITE ELEMENT IMPLEMENTATION; DYNAMIC; LIQUEFACTION

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APA (6th Edition):

ZHANG, B. (2017). IMPLEMENTATION AND VALIDATION OF A HYDRO-MECHANICAL ELASTOPLASTIC CONSTITUTIVE MODEL FOR FULLY COUPLED ANALYSIS OF UNSATURATED SOILS. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/50827

Chicago Manual of Style (16th Edition):

ZHANG, BO. “IMPLEMENTATION AND VALIDATION OF A HYDRO-MECHANICAL ELASTOPLASTIC CONSTITUTIVE MODEL FOR FULLY COUPLED ANALYSIS OF UNSATURATED SOILS.” 2017. Doctoral Dissertation, University of Oklahoma. Accessed January 19, 2020. http://hdl.handle.net/11244/50827.

MLA Handbook (7th Edition):

ZHANG, BO. “IMPLEMENTATION AND VALIDATION OF A HYDRO-MECHANICAL ELASTOPLASTIC CONSTITUTIVE MODEL FOR FULLY COUPLED ANALYSIS OF UNSATURATED SOILS.” 2017. Web. 19 Jan 2020.

Vancouver:

ZHANG B. IMPLEMENTATION AND VALIDATION OF A HYDRO-MECHANICAL ELASTOPLASTIC CONSTITUTIVE MODEL FOR FULLY COUPLED ANALYSIS OF UNSATURATED SOILS. [Internet] [Doctoral dissertation]. University of Oklahoma; 2017. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/11244/50827.

Council of Science Editors:

ZHANG B. IMPLEMENTATION AND VALIDATION OF A HYDRO-MECHANICAL ELASTOPLASTIC CONSTITUTIVE MODEL FOR FULLY COUPLED ANALYSIS OF UNSATURATED SOILS. [Doctoral Dissertation]. University of Oklahoma; 2017. Available from: http://hdl.handle.net/11244/50827


University of New South Wales

6. Vo, Thanh Liem. Interaction between a rigid retaining wall and unsaturated soils.

Degree: Civil & Environmental Engineering, 2014, University of New South Wales

 Retaining walls are widely used for stabilising earth slopes and supporting excavations. They often interact with soils which are unsaturated. However, retaining wall-unsaturated soil interaction… (more)

Subjects/Keywords: Slip line theory; Unsaturated soils; Retaining wall

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APA (6th Edition):

Vo, T. L. (2014). Interaction between a rigid retaining wall and unsaturated soils. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/53576 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12257/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Vo, Thanh Liem. “Interaction between a rigid retaining wall and unsaturated soils.” 2014. Doctoral Dissertation, University of New South Wales. Accessed January 19, 2020. http://handle.unsw.edu.au/1959.4/53576 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12257/SOURCE02?view=true.

MLA Handbook (7th Edition):

Vo, Thanh Liem. “Interaction between a rigid retaining wall and unsaturated soils.” 2014. Web. 19 Jan 2020.

Vancouver:

Vo TL. Interaction between a rigid retaining wall and unsaturated soils. [Internet] [Doctoral dissertation]. University of New South Wales; 2014. [cited 2020 Jan 19]. Available from: http://handle.unsw.edu.au/1959.4/53576 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12257/SOURCE02?view=true.

Council of Science Editors:

Vo TL. Interaction between a rigid retaining wall and unsaturated soils. [Doctoral Dissertation]. University of New South Wales; 2014. Available from: http://handle.unsw.edu.au/1959.4/53576 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12257/SOURCE02?view=true


Universidade do Rio Grande do Sul

7. Pereira, Álvaro. Comportamento mecânico saturado e não saturado de um solo coluvionar de arenito.

Degree: 2013, Universidade do Rio Grande do Sul

Esta tese tem por objetivo analisar o comportamento mecânico de um solo coluvionar de arenito não saturado (Solo AV) em condições indeformadas e remoldados. Sua… (more)

Subjects/Keywords: Unsaturated soils; Solo não-saturado; Solo coluvionar; Shear strength; Ensaios triaxiais; Unsaturated triaxial tests

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APA (6th Edition):

Pereira, . (2013). Comportamento mecânico saturado e não saturado de um solo coluvionar de arenito. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/87369

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):

Pereira, Álvaro. “Comportamento mecânico saturado e não saturado de um solo coluvionar de arenito.” 2013. Thesis, Universidade do Rio Grande do Sul. Accessed January 19, 2020. http://hdl.handle.net/10183/87369.

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

MLA Handbook (7th Edition):

Pereira, Álvaro. “Comportamento mecânico saturado e não saturado de um solo coluvionar de arenito.” 2013. Web. 19 Jan 2020.

Vancouver:

Pereira . Comportamento mecânico saturado e não saturado de um solo coluvionar de arenito. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2013. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10183/87369.

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

Council of Science Editors:

Pereira . Comportamento mecânico saturado e não saturado de um solo coluvionar de arenito. [Thesis]. Universidade do Rio Grande do Sul; 2013. Available from: http://hdl.handle.net/10183/87369

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


University of Bradford

8. Saad, Suleiman S. E. Mechanical behaviour of fibre reinforced unsaturated clay : this investigation is to determine the improvement in the mechanical behaviour of unsaturated clayey soil after inclusion of carpet fibre waste.

Degree: PhD, 2016, University of Bradford

 To acquire deeper understanding and insights into the mechanical behaviour of fibre reinforced saturated/unsaturated cohesive soils, a programme of work was designed and included. 1)… (more)

Subjects/Keywords: Reinforced soils; Unsaturated soil; Carpet waste fibre; Shear strength; Laboratory tests

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APA (6th Edition):

Saad, S. S. E. (2016). Mechanical behaviour of fibre reinforced unsaturated clay : this investigation is to determine the improvement in the mechanical behaviour of unsaturated clayey soil after inclusion of carpet fibre waste. (Doctoral Dissertation). University of Bradford. Retrieved from http://hdl.handle.net/10454/14585

Chicago Manual of Style (16th Edition):

Saad, Suleiman S E. “Mechanical behaviour of fibre reinforced unsaturated clay : this investigation is to determine the improvement in the mechanical behaviour of unsaturated clayey soil after inclusion of carpet fibre waste.” 2016. Doctoral Dissertation, University of Bradford. Accessed January 19, 2020. http://hdl.handle.net/10454/14585.

MLA Handbook (7th Edition):

Saad, Suleiman S E. “Mechanical behaviour of fibre reinforced unsaturated clay : this investigation is to determine the improvement in the mechanical behaviour of unsaturated clayey soil after inclusion of carpet fibre waste.” 2016. Web. 19 Jan 2020.

Vancouver:

Saad SSE. Mechanical behaviour of fibre reinforced unsaturated clay : this investigation is to determine the improvement in the mechanical behaviour of unsaturated clayey soil after inclusion of carpet fibre waste. [Internet] [Doctoral dissertation]. University of Bradford; 2016. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10454/14585.

Council of Science Editors:

Saad SSE. Mechanical behaviour of fibre reinforced unsaturated clay : this investigation is to determine the improvement in the mechanical behaviour of unsaturated clayey soil after inclusion of carpet fibre waste. [Doctoral Dissertation]. University of Bradford; 2016. Available from: http://hdl.handle.net/10454/14585


University of Newcastle

9. Ghorbani, Javad. Numerical simulation of dynamic compaction within the framework of unsaturated porous media.

Degree: PhD, 2016, University of Newcastle

Research Doctorate - Doctor of Philosophy (PhD)

Dynamic Compaction (DC) is conducted by dropping heavy weights on the ground surface. It has the advantage of… (more)

Subjects/Keywords: dynamic analysis; porous media; unsaturated soils; dynamic compaction; finite element

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APA (6th Edition):

Ghorbani, J. (2016). Numerical simulation of dynamic compaction within the framework of unsaturated porous media. (Doctoral Dissertation). University of Newcastle. Retrieved from http://hdl.handle.net/1959.13/1317938

Chicago Manual of Style (16th Edition):

Ghorbani, Javad. “Numerical simulation of dynamic compaction within the framework of unsaturated porous media.” 2016. Doctoral Dissertation, University of Newcastle. Accessed January 19, 2020. http://hdl.handle.net/1959.13/1317938.

MLA Handbook (7th Edition):

Ghorbani, Javad. “Numerical simulation of dynamic compaction within the framework of unsaturated porous media.” 2016. Web. 19 Jan 2020.

Vancouver:

Ghorbani J. Numerical simulation of dynamic compaction within the framework of unsaturated porous media. [Internet] [Doctoral dissertation]. University of Newcastle; 2016. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1959.13/1317938.

Council of Science Editors:

Ghorbani J. Numerical simulation of dynamic compaction within the framework of unsaturated porous media. [Doctoral Dissertation]. University of Newcastle; 2016. Available from: http://hdl.handle.net/1959.13/1317938


Louisiana State University

10. Jang, Jungyeon. Characterization of Biopolymer using SWCC and Microfluidic Models: Implication on EOR.

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

 The objective of this study is to investigate the characteristics of biopolymers and to examine their application for soil stabilization and oil production. Biopolymers, the… (more)

Subjects/Keywords: enhanced oil recovery; biopolymer; microfluidic; soil-water characteristic curve; unsaturated soils

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APA (6th Edition):

Jang, J. (2015). Characterization of Biopolymer using SWCC and Microfluidic Models: Implication on EOR. (Masters Thesis). Louisiana State University. Retrieved from etd-06242015-013156 ; https://digitalcommons.lsu.edu/gradschool_theses/3671

Chicago Manual of Style (16th Edition):

Jang, Jungyeon. “Characterization of Biopolymer using SWCC and Microfluidic Models: Implication on EOR.” 2015. Masters Thesis, Louisiana State University. Accessed January 19, 2020. etd-06242015-013156 ; https://digitalcommons.lsu.edu/gradschool_theses/3671.

MLA Handbook (7th Edition):

Jang, Jungyeon. “Characterization of Biopolymer using SWCC and Microfluidic Models: Implication on EOR.” 2015. Web. 19 Jan 2020.

Vancouver:

Jang J. Characterization of Biopolymer using SWCC and Microfluidic Models: Implication on EOR. [Internet] [Masters thesis]. Louisiana State University; 2015. [cited 2020 Jan 19]. Available from: etd-06242015-013156 ; https://digitalcommons.lsu.edu/gradschool_theses/3671.

Council of Science Editors:

Jang J. Characterization of Biopolymer using SWCC and Microfluidic Models: Implication on EOR. [Masters Thesis]. Louisiana State University; 2015. Available from: etd-06242015-013156 ; https://digitalcommons.lsu.edu/gradschool_theses/3671


Louisiana State University

11. Mehrotra, Ayan. Evaluating the Influence of Moisture Variation on Resilient Modulus for Unsaturated Pavement Subgrades.

Degree: MSCE, Civil and Environmental Engineering, 2014, Louisiana State University

 The cost of repairing pavements that fail before the end of their service life is enormous in the United States and it is continuously rising.… (more)

Subjects/Keywords: resilient modulus; unsaturated soils; matric suction; moisture variation; pavement; subgrades

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APA (6th Edition):

Mehrotra, A. (2014). Evaluating the Influence of Moisture Variation on Resilient Modulus for Unsaturated Pavement Subgrades. (Masters Thesis). Louisiana State University. Retrieved from etd-08072014-172950 ; https://digitalcommons.lsu.edu/gradschool_theses/2144

Chicago Manual of Style (16th Edition):

Mehrotra, Ayan. “Evaluating the Influence of Moisture Variation on Resilient Modulus for Unsaturated Pavement Subgrades.” 2014. Masters Thesis, Louisiana State University. Accessed January 19, 2020. etd-08072014-172950 ; https://digitalcommons.lsu.edu/gradschool_theses/2144.

MLA Handbook (7th Edition):

Mehrotra, Ayan. “Evaluating the Influence of Moisture Variation on Resilient Modulus for Unsaturated Pavement Subgrades.” 2014. Web. 19 Jan 2020.

Vancouver:

Mehrotra A. Evaluating the Influence of Moisture Variation on Resilient Modulus for Unsaturated Pavement Subgrades. [Internet] [Masters thesis]. Louisiana State University; 2014. [cited 2020 Jan 19]. Available from: etd-08072014-172950 ; https://digitalcommons.lsu.edu/gradschool_theses/2144.

Council of Science Editors:

Mehrotra A. Evaluating the Influence of Moisture Variation on Resilient Modulus for Unsaturated Pavement Subgrades. [Masters Thesis]. Louisiana State University; 2014. Available from: etd-08072014-172950 ; https://digitalcommons.lsu.edu/gradschool_theses/2144


University of Saskatchewan

12. Ho, David Yip-Fei. The Relationships Between the Volumetric Deformation Moduli of Unsaturated Soils.

Degree: 1988, University of Saskatchewan

 The International Conference on Soil Mechanics and Foundation Engineering in 1936 was perhaps the first international forum which brought unsaturated soil problems to the attention… (more)

Subjects/Keywords: soil mechanics; unsaturated soils

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APA (6th Edition):

Ho, D. Y. (1988). The Relationships Between the Volumetric Deformation Moduli of Unsaturated Soils. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/6781

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):

Ho, David Yip-Fei. “The Relationships Between the Volumetric Deformation Moduli of Unsaturated Soils.” 1988. Thesis, University of Saskatchewan. Accessed January 19, 2020. http://hdl.handle.net/10388/6781.

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

MLA Handbook (7th Edition):

Ho, David Yip-Fei. “The Relationships Between the Volumetric Deformation Moduli of Unsaturated Soils.” 1988. Web. 19 Jan 2020.

Vancouver:

Ho DY. The Relationships Between the Volumetric Deformation Moduli of Unsaturated Soils. [Internet] [Thesis]. University of Saskatchewan; 1988. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10388/6781.

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

Council of Science Editors:

Ho DY. The Relationships Between the Volumetric Deformation Moduli of Unsaturated Soils. [Thesis]. University of Saskatchewan; 1988. Available from: http://hdl.handle.net/10388/6781

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


University of Arizona

13. Wang, Donghai. Gaussian Finite Element Closure of Steady State Unsaturated Flow in Randomly Heterogeneous Soils .

Degree: 2005, University of Arizona

 In this study, I develop a Gaussian Closure method to simulate steady state unsaturated flow in randomly heterogeneous soils. I predict pressure heads and fluxes… (more)

Subjects/Keywords: STOCHASTIC; UNSATURATED FLOW; HETEROGENEOUS SOILS

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APA (6th Edition):

Wang, D. (2005). Gaussian Finite Element Closure of Steady State Unsaturated Flow in Randomly Heterogeneous Soils . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/195087

Chicago Manual of Style (16th Edition):

Wang, Donghai. “Gaussian Finite Element Closure of Steady State Unsaturated Flow in Randomly Heterogeneous Soils .” 2005. Doctoral Dissertation, University of Arizona. Accessed January 19, 2020. http://hdl.handle.net/10150/195087.

MLA Handbook (7th Edition):

Wang, Donghai. “Gaussian Finite Element Closure of Steady State Unsaturated Flow in Randomly Heterogeneous Soils .” 2005. Web. 19 Jan 2020.

Vancouver:

Wang D. Gaussian Finite Element Closure of Steady State Unsaturated Flow in Randomly Heterogeneous Soils . [Internet] [Doctoral dissertation]. University of Arizona; 2005. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10150/195087.

Council of Science Editors:

Wang D. Gaussian Finite Element Closure of Steady State Unsaturated Flow in Randomly Heterogeneous Soils . [Doctoral Dissertation]. University of Arizona; 2005. Available from: http://hdl.handle.net/10150/195087


University of New South Wales

14. Pournaghiazar, Mohammad. The cone penetration test in unsaturated sands.

Degree: Civil & Environmental Engineering, 2011, University of New South Wales

 The cone penetration test (CPT) is widely used for in situ characterization of saturated or dry soils based on correlations developed for saturated/dry conditions. However,… (more)

Subjects/Keywords: cone penetration test (CPT); unsaturated sands; soils; dry pluviation; cavity expansion

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APA (6th Edition):

Pournaghiazar, M. (2011). The cone penetration test in unsaturated sands. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/51939 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10609/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Pournaghiazar, Mohammad. “The cone penetration test in unsaturated sands.” 2011. Doctoral Dissertation, University of New South Wales. Accessed January 19, 2020. http://handle.unsw.edu.au/1959.4/51939 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10609/SOURCE02?view=true.

MLA Handbook (7th Edition):

Pournaghiazar, Mohammad. “The cone penetration test in unsaturated sands.” 2011. Web. 19 Jan 2020.

Vancouver:

Pournaghiazar M. The cone penetration test in unsaturated sands. [Internet] [Doctoral dissertation]. University of New South Wales; 2011. [cited 2020 Jan 19]. Available from: http://handle.unsw.edu.au/1959.4/51939 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10609/SOURCE02?view=true.

Council of Science Editors:

Pournaghiazar M. The cone penetration test in unsaturated sands. [Doctoral Dissertation]. University of New South Wales; 2011. Available from: http://handle.unsw.edu.au/1959.4/51939 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10609/SOURCE02?view=true


University of Ottawa

15. Qi, Shunchao. Numerical Investigation for Slope Stability of Expansive Soils and Large Strain Consolidation of Soft Soils .

Degree: 2017, University of Ottawa

 Several geotechnical processes can only be reliably interpreted by taking account of the soil-atmosphere interactions. This thesis investigates two geotechnical problems involving soil-atmosphere interactions that… (more)

Subjects/Keywords: Unsaturated Soils; Slope Stability; Large Strain Consolidation; Expansive Soils; UNSATCON Software; Numerical Model; Soft Soils; Desaturation/Dewatering; Multi-layer Deposition; Tailings

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

APA (6th Edition):

Qi, S. (2017). Numerical Investigation for Slope Stability of Expansive Soils and Large Strain Consolidation of Soft Soils . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/37019

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):

Qi, Shunchao. “Numerical Investigation for Slope Stability of Expansive Soils and Large Strain Consolidation of Soft Soils .” 2017. Thesis, University of Ottawa. Accessed January 19, 2020. http://hdl.handle.net/10393/37019.

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

MLA Handbook (7th Edition):

Qi, Shunchao. “Numerical Investigation for Slope Stability of Expansive Soils and Large Strain Consolidation of Soft Soils .” 2017. Web. 19 Jan 2020.

Vancouver:

Qi S. Numerical Investigation for Slope Stability of Expansive Soils and Large Strain Consolidation of Soft Soils . [Internet] [Thesis]. University of Ottawa; 2017. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10393/37019.

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

Council of Science Editors:

Qi S. Numerical Investigation for Slope Stability of Expansive Soils and Large Strain Consolidation of Soft Soils . [Thesis]. University of Ottawa; 2017. Available from: http://hdl.handle.net/10393/37019

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


Clemson University

16. Machmer, Brian. Understanding the Behavior of a Pile Foundation in Unsaturated Soils Subjected to Lateral Loading.

Degree: MS, Civil Engineering, 2012, Clemson University

  The purpose of this research was to further understand the behavior of pile foundations in unsaturated soils subjected to lateral loading. Recent case histories… (more)

Subjects/Keywords: bearing capacity in unsaturated soils; centrifuge testing; finite element modeling; Monte Carlo; pile foundation; unsaturated soil dynamics; Civil Engineering

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

APA (6th Edition):

Machmer, B. (2012). Understanding the Behavior of a Pile Foundation in Unsaturated Soils Subjected to Lateral Loading. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1395

Chicago Manual of Style (16th Edition):

Machmer, Brian. “Understanding the Behavior of a Pile Foundation in Unsaturated Soils Subjected to Lateral Loading.” 2012. Masters Thesis, Clemson University. Accessed January 19, 2020. https://tigerprints.clemson.edu/all_theses/1395.

MLA Handbook (7th Edition):

Machmer, Brian. “Understanding the Behavior of a Pile Foundation in Unsaturated Soils Subjected to Lateral Loading.” 2012. Web. 19 Jan 2020.

Vancouver:

Machmer B. Understanding the Behavior of a Pile Foundation in Unsaturated Soils Subjected to Lateral Loading. [Internet] [Masters thesis]. Clemson University; 2012. [cited 2020 Jan 19]. Available from: https://tigerprints.clemson.edu/all_theses/1395.

Council of Science Editors:

Machmer B. Understanding the Behavior of a Pile Foundation in Unsaturated Soils Subjected to Lateral Loading. [Masters Thesis]. Clemson University; 2012. Available from: https://tigerprints.clemson.edu/all_theses/1395

17. Brouček Miroslav. Subsoil influenced by groundwater flow .

Degree: 2013, Czech University of Technology

 Even though the soil mechanics has rapidly evolved within last 80 years of its modern history, due to numerous phenomena which influence soils behaviour and… (more)

Subjects/Keywords: unsaturated soils; suction cancellation; internal erosion; influence zone; elastic layer; static plate load test

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APA (6th Edition):

Miroslav, B. (2013). Subsoil influenced by groundwater flow . (Thesis). Czech University of Technology. Retrieved from http://hdl.handle.net/10467/15703

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

Chicago Manual of Style (16th Edition):

Miroslav, Brouček. “Subsoil influenced by groundwater flow .” 2013. Thesis, Czech University of Technology. Accessed January 19, 2020. http://hdl.handle.net/10467/15703.

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

MLA Handbook (7th Edition):

Miroslav, Brouček. “Subsoil influenced by groundwater flow .” 2013. Web. 19 Jan 2020.

Vancouver:

Miroslav B. Subsoil influenced by groundwater flow . [Internet] [Thesis]. Czech University of Technology; 2013. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10467/15703.

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

Council of Science Editors:

Miroslav B. Subsoil influenced by groundwater flow . [Thesis]. Czech University of Technology; 2013. Available from: http://hdl.handle.net/10467/15703

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


Universidade Federal de Viçosa

18. Lucas Martins Guimarães. Desenvolvimento de um permeâmetro para determinação da condutividade hidráulica saturada e não saturada de solos.

Degree: 2008, Universidade Federal de Viçosa

 Quando se projeta uma barragem de terra ou se investiga a estabilidade de um talude é importante que se conheça a condutividade do solo, tanto… (more)

Subjects/Keywords: Solos não saturados; Equipamento; Condutividade hidráulica; GEOTECNICA; Unsaturated soils; Equipment; Hydraulic conductivity

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

APA (6th Edition):

Guimarães, L. M. (2008). Desenvolvimento de um permeâmetro para determinação da condutividade hidráulica saturada e não saturada de solos. (Thesis). Universidade Federal de Viçosa. Retrieved from http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=1583

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):

Guimarães, Lucas Martins. “Desenvolvimento de um permeâmetro para determinação da condutividade hidráulica saturada e não saturada de solos.” 2008. Thesis, Universidade Federal de Viçosa. Accessed January 19, 2020. http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=1583.

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

MLA Handbook (7th Edition):

Guimarães, Lucas Martins. “Desenvolvimento de um permeâmetro para determinação da condutividade hidráulica saturada e não saturada de solos.” 2008. Web. 19 Jan 2020.

Vancouver:

Guimarães LM. Desenvolvimento de um permeâmetro para determinação da condutividade hidráulica saturada e não saturada de solos. [Internet] [Thesis]. Universidade Federal de Viçosa; 2008. [cited 2020 Jan 19]. Available from: http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=1583.

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

Council of Science Editors:

Guimarães LM. Desenvolvimento de um permeâmetro para determinação da condutividade hidráulica saturada e não saturada de solos. [Thesis]. Universidade Federal de Viçosa; 2008. Available from: http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=1583

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

19. Josà Benevides Lobo Neto. Um estudo experimental e numÃrico de solos compactados colapsÃveis: aplicaÃÃo em uma pequena barragem de terra.

Degree: Master, 2013, Universidade Federal do Ceará

 Este trabalho compreende um estudo experimental e uma aplicaÃÃo numÃrica sobre os solos nÃo saturados colapsÃveis. Foram realizados ensaios em amostras de solo coletadas em… (more)

Subjects/Keywords: ENGENHARIA CIVIL; Geotecnia; Unsaturated soils, collapse, UNSTRUCT; MecÃnica do solo; Barragens de terra

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APA (6th Edition):

Neto, J. B. L. (2013). Um estudo experimental e numÃrico de solos compactados colapsÃveis: aplicaÃÃo em uma pequena barragem de terra. (Masters Thesis). Universidade Federal do Ceará. Retrieved from http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=10569 ;

Chicago Manual of Style (16th Edition):

Neto, Josà Benevides Lobo. “Um estudo experimental e numÃrico de solos compactados colapsÃveis: aplicaÃÃo em uma pequena barragem de terra.” 2013. Masters Thesis, Universidade Federal do Ceará. Accessed January 19, 2020. http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=10569 ;.

MLA Handbook (7th Edition):

Neto, Josà Benevides Lobo. “Um estudo experimental e numÃrico de solos compactados colapsÃveis: aplicaÃÃo em uma pequena barragem de terra.” 2013. Web. 19 Jan 2020.

Vancouver:

Neto JBL. Um estudo experimental e numÃrico de solos compactados colapsÃveis: aplicaÃÃo em uma pequena barragem de terra. [Internet] [Masters thesis]. Universidade Federal do Ceará 2013. [cited 2020 Jan 19]. Available from: http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=10569 ;.

Council of Science Editors:

Neto JBL. Um estudo experimental e numÃrico de solos compactados colapsÃveis: aplicaÃÃo em uma pequena barragem de terra. [Masters Thesis]. Universidade Federal do Ceará 2013. Available from: http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=10569 ;

20. Euclides LourenÃo de Melo Neto. ConsideraÃÃo da sucÃÃo na anÃlise de estabilidade em uma pequena barragem experimental de terra: ensaios e modelagem numÃrica .

Degree: Master, 2013, Universidade Federal do Ceará

 A construÃÃo de barragens de terra geralmente à realizada com a utilizaÃÃo do solo na condiÃÃo nÃo-saturada, sendo que nesta situaÃÃo o comportamento mecÃnico depende,… (more)

Subjects/Keywords: ENGENHARIA CIVIL; Geotecnia; Unsaturated soils. Shear strength. Slope stability. Suction; Solos nÃo saturados

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APA (6th Edition):

Neto, E. L. d. M. (2013). ConsideraÃÃo da sucÃÃo na anÃlise de estabilidade em uma pequena barragem experimental de terra: ensaios e modelagem numÃrica . (Masters Thesis). Universidade Federal do Ceará. Retrieved from http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=11007 ;

Chicago Manual of Style (16th Edition):

Neto, Euclides LourenÃo de Melo. “ConsideraÃÃo da sucÃÃo na anÃlise de estabilidade em uma pequena barragem experimental de terra: ensaios e modelagem numÃrica .” 2013. Masters Thesis, Universidade Federal do Ceará. Accessed January 19, 2020. http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=11007 ;.

MLA Handbook (7th Edition):

Neto, Euclides LourenÃo de Melo. “ConsideraÃÃo da sucÃÃo na anÃlise de estabilidade em uma pequena barragem experimental de terra: ensaios e modelagem numÃrica .” 2013. Web. 19 Jan 2020.

Vancouver:

Neto ELdM. ConsideraÃÃo da sucÃÃo na anÃlise de estabilidade em uma pequena barragem experimental de terra: ensaios e modelagem numÃrica . [Internet] [Masters thesis]. Universidade Federal do Ceará 2013. [cited 2020 Jan 19]. Available from: http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=11007 ;.

Council of Science Editors:

Neto ELdM. ConsideraÃÃo da sucÃÃo na anÃlise de estabilidade em uma pequena barragem experimental de terra: ensaios e modelagem numÃrica . [Masters Thesis]. Universidade Federal do Ceará 2013. Available from: http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=11007 ;


Louisiana State University

21. Pokhrel, Dev Raj. Hydro mechanical behavior of unsaturated soil subjected to drying.

Degree: MSCE, Civil and Environmental Engineering, 2009, Louisiana State University

  The literature of unsaturated soils in terms of hydraulic and mechanical behavior is reviewed. The hydro- mechanical behavior of unsaturated soil was studied using… (more)

Subjects/Keywords: soil water characteristic curve; hydraulic conductivity; matric suction; Unsaturated soils; soil stiffness; water content

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

APA (6th Edition):

Pokhrel, D. R. (2009). Hydro mechanical behavior of unsaturated soil subjected to drying. (Masters Thesis). Louisiana State University. Retrieved from etd-11112009-113914 ; https://digitalcommons.lsu.edu/gradschool_theses/1506

Chicago Manual of Style (16th Edition):

Pokhrel, Dev Raj. “Hydro mechanical behavior of unsaturated soil subjected to drying.” 2009. Masters Thesis, Louisiana State University. Accessed January 19, 2020. etd-11112009-113914 ; https://digitalcommons.lsu.edu/gradschool_theses/1506.

MLA Handbook (7th Edition):

Pokhrel, Dev Raj. “Hydro mechanical behavior of unsaturated soil subjected to drying.” 2009. Web. 19 Jan 2020.

Vancouver:

Pokhrel DR. Hydro mechanical behavior of unsaturated soil subjected to drying. [Internet] [Masters thesis]. Louisiana State University; 2009. [cited 2020 Jan 19]. Available from: etd-11112009-113914 ; https://digitalcommons.lsu.edu/gradschool_theses/1506.

Council of Science Editors:

Pokhrel DR. Hydro mechanical behavior of unsaturated soil subjected to drying. [Masters Thesis]. Louisiana State University; 2009. Available from: etd-11112009-113914 ; https://digitalcommons.lsu.edu/gradschool_theses/1506

22. Cuceoglu, Faik. An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils.

Degree: MS, Civil and Environmental Engineering, 2016, Virginia Tech

 The importance of applying unsaturated soil mechanics concepts to geotechnical engineering design has been widely recognized. Soil water characteristic curve (SWCC) and hydraulic conductivity function… (more)

Subjects/Keywords: compacted soils; unsaturated soil mechanics; soil-water characteristic curve; hydraulic conductivity function; transient analysis; hysteresis

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APA (6th Edition):

Cuceoglu, F. (2016). An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/73673

Chicago Manual of Style (16th Edition):

Cuceoglu, Faik. “An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils.” 2016. Masters Thesis, Virginia Tech. Accessed January 19, 2020. http://hdl.handle.net/10919/73673.

MLA Handbook (7th Edition):

Cuceoglu, Faik. “An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils.” 2016. Web. 19 Jan 2020.

Vancouver:

Cuceoglu F. An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10919/73673.

Council of Science Editors:

Cuceoglu F. An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils. [Masters Thesis]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/73673


University of Ottawa

23. Fu, Zhu. Thermo-Hydro-Mechanical Effects on the Behaviour of Unsaturated Soil-Structure Interfaces and the Numerical Analysis of Energy Piles .

Degree: 2017, University of Ottawa

 The shear strength of soil-structure interfaces is relevant to the stability of energy piles. The thermo-hydro-mechanical processes can have a strong effect on the behaviour… (more)

Subjects/Keywords: Unsaturated soils-structure interfaces; Thermo-hydro-mechanical processes; Energy piles; Numerical analysis

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APA (6th Edition):

Fu, Z. (2017). Thermo-Hydro-Mechanical Effects on the Behaviour of Unsaturated Soil-Structure Interfaces and the Numerical Analysis of Energy Piles . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/36532

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):

Fu, Zhu. “Thermo-Hydro-Mechanical Effects on the Behaviour of Unsaturated Soil-Structure Interfaces and the Numerical Analysis of Energy Piles .” 2017. Thesis, University of Ottawa. Accessed January 19, 2020. http://hdl.handle.net/10393/36532.

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

MLA Handbook (7th Edition):

Fu, Zhu. “Thermo-Hydro-Mechanical Effects on the Behaviour of Unsaturated Soil-Structure Interfaces and the Numerical Analysis of Energy Piles .” 2017. Web. 19 Jan 2020.

Vancouver:

Fu Z. Thermo-Hydro-Mechanical Effects on the Behaviour of Unsaturated Soil-Structure Interfaces and the Numerical Analysis of Energy Piles . [Internet] [Thesis]. University of Ottawa; 2017. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10393/36532.

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

Council of Science Editors:

Fu Z. Thermo-Hydro-Mechanical Effects on the Behaviour of Unsaturated Soil-Structure Interfaces and the Numerical Analysis of Energy Piles . [Thesis]. University of Ottawa; 2017. Available from: http://hdl.handle.net/10393/36532

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


Washington State University

24. [No author]. MICROSTRUCTURAL ANALYSIS OF UNSATURATED GRANULAR SOILS USING X-RAY COMPUTED TOMOGRAPHY .

Degree: 2013, Washington State University

 This study presents microstructural characterization of partially saturated granular soils using X-ray computed tomography (CT). In the funicular and pendular saturation regimes of unsaturated soils,… (more)

Subjects/Keywords: Engineering; effective stress; fabric tensor; Image processing; Suction; unsaturated granular soils; X-ray CT

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

APA (6th Edition):

author], [. (2013). MICROSTRUCTURAL ANALYSIS OF UNSATURATED GRANULAR SOILS USING X-RAY COMPUTED TOMOGRAPHY . (Thesis). Washington State University. Retrieved from http://hdl.handle.net/2376/4949

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):

author], [No. “MICROSTRUCTURAL ANALYSIS OF UNSATURATED GRANULAR SOILS USING X-RAY COMPUTED TOMOGRAPHY .” 2013. Thesis, Washington State University. Accessed January 19, 2020. http://hdl.handle.net/2376/4949.

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

MLA Handbook (7th Edition):

author], [No. “MICROSTRUCTURAL ANALYSIS OF UNSATURATED GRANULAR SOILS USING X-RAY COMPUTED TOMOGRAPHY .” 2013. Web. 19 Jan 2020.

Vancouver:

author] [. MICROSTRUCTURAL ANALYSIS OF UNSATURATED GRANULAR SOILS USING X-RAY COMPUTED TOMOGRAPHY . [Internet] [Thesis]. Washington State University; 2013. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/2376/4949.

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

Council of Science Editors:

author] [. MICROSTRUCTURAL ANALYSIS OF UNSATURATED GRANULAR SOILS USING X-RAY COMPUTED TOMOGRAPHY . [Thesis]. Washington State University; 2013. Available from: http://hdl.handle.net/2376/4949

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


University of New South Wales

25. Yousefnia Pasha, Amin. Study of water retention curve for deformable porous media.

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

 The water retention curve (WRC) is a fundamental property of porous media that has extensive applications in different science and engineering disciplines. Past experimental evidence… (more)

Subjects/Keywords: Soil water characteristic curve; Unsaturated soils; Water Retention Curve; Hydromechanical coupling; deformable porous media

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APA (6th Edition):

Yousefnia Pasha, A. (2016). Study of water retention curve for deformable porous media. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/56922 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42049/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Yousefnia Pasha, Amin. “Study of water retention curve for deformable porous media.” 2016. Doctoral Dissertation, University of New South Wales. Accessed January 19, 2020. http://handle.unsw.edu.au/1959.4/56922 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42049/SOURCE02?view=true.

MLA Handbook (7th Edition):

Yousefnia Pasha, Amin. “Study of water retention curve for deformable porous media.” 2016. Web. 19 Jan 2020.

Vancouver:

Yousefnia Pasha A. Study of water retention curve for deformable porous media. [Internet] [Doctoral dissertation]. University of New South Wales; 2016. [cited 2020 Jan 19]. Available from: http://handle.unsw.edu.au/1959.4/56922 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42049/SOURCE02?view=true.

Council of Science Editors:

Yousefnia Pasha A. Study of water retention curve for deformable porous media. [Doctoral Dissertation]. University of New South Wales; 2016. Available from: http://handle.unsw.edu.au/1959.4/56922 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42049/SOURCE02?view=true


University of Saskatchewan

26. Adams, Bankole Adebayo. Critical state behaviour of an agricultural soil.

Degree: 1996, University of Saskatchewan

Soils bear natural and artificial structures and sustain agricultural and biological activities. Understanding soil behaviour is the key to appropriating the benefits derivable from this… (more)

Subjects/Keywords: saturated soils; unsaturated soils; agricultural engineering; bioresource engineering

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APA (6th Edition):

Adams, B. A. (1996). Critical state behaviour of an agricultural soil. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-10212004-000302

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):

Adams, Bankole Adebayo. “Critical state behaviour of an agricultural soil.” 1996. Thesis, University of Saskatchewan. Accessed January 19, 2020. http://hdl.handle.net/10388/etd-10212004-000302.

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

MLA Handbook (7th Edition):

Adams, Bankole Adebayo. “Critical state behaviour of an agricultural soil.” 1996. Web. 19 Jan 2020.

Vancouver:

Adams BA. Critical state behaviour of an agricultural soil. [Internet] [Thesis]. University of Saskatchewan; 1996. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10388/etd-10212004-000302.

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

Council of Science Editors:

Adams BA. Critical state behaviour of an agricultural soil. [Thesis]. University of Saskatchewan; 1996. Available from: http://hdl.handle.net/10388/etd-10212004-000302

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

27. Le, Khoa Ngoc. A Direct Simple Shear Device for the Dynamic Characterization of Partially Saturated Soils.

Degree: MS, 2016, University of New Hampshire

 The importance of unsaturated soil mechanics has become of interest in recent decades to the geotechnical community. Previous investigations have led to the conclusion that… (more)

Subjects/Keywords: Direct Simple Shear; Dynamic Properties; Medium Shear Strains; Partially Saturated Soils; Shear Modulus; Unsaturated Soils; Civil engineering

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

APA (6th Edition):

Le, K. N. (2016). A Direct Simple Shear Device for the Dynamic Characterization of Partially Saturated Soils. (Thesis). University of New Hampshire. Retrieved from https://scholars.unh.edu/thesis/1082

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):

Le, Khoa Ngoc. “A Direct Simple Shear Device for the Dynamic Characterization of Partially Saturated Soils.” 2016. Thesis, University of New Hampshire. Accessed January 19, 2020. https://scholars.unh.edu/thesis/1082.

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

MLA Handbook (7th Edition):

Le, Khoa Ngoc. “A Direct Simple Shear Device for the Dynamic Characterization of Partially Saturated Soils.” 2016. Web. 19 Jan 2020.

Vancouver:

Le KN. A Direct Simple Shear Device for the Dynamic Characterization of Partially Saturated Soils. [Internet] [Thesis]. University of New Hampshire; 2016. [cited 2020 Jan 19]. Available from: https://scholars.unh.edu/thesis/1082.

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

Council of Science Editors:

Le KN. A Direct Simple Shear Device for the Dynamic Characterization of Partially Saturated Soils. [Thesis]. University of New Hampshire; 2016. Available from: https://scholars.unh.edu/thesis/1082

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


University of Ottawa

28. Ren, Junping. Interpretation of the Frozen Soils Behavior Extending the Mechanics of Unsaturated Soils .

Degree: 2019, University of Ottawa

 Soil is the most widely used material in the construction of various civil infrastructure. Various types of soils are extensively used in its natural or… (more)

Subjects/Keywords: Frozen soils; Unsaturated soils; Moisture and temperature; Soil-freezing characteristic curve; Cryogenic suction; Freeze-thaw cycles

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

APA (6th Edition):

Ren, J. (2019). Interpretation of the Frozen Soils Behavior Extending the Mechanics of Unsaturated Soils . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/39555

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):

Ren, Junping. “Interpretation of the Frozen Soils Behavior Extending the Mechanics of Unsaturated Soils .” 2019. Thesis, University of Ottawa. Accessed January 19, 2020. http://hdl.handle.net/10393/39555.

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

MLA Handbook (7th Edition):

Ren, Junping. “Interpretation of the Frozen Soils Behavior Extending the Mechanics of Unsaturated Soils .” 2019. Web. 19 Jan 2020.

Vancouver:

Ren J. Interpretation of the Frozen Soils Behavior Extending the Mechanics of Unsaturated Soils . [Internet] [Thesis]. University of Ottawa; 2019. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10393/39555.

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

Council of Science Editors:

Ren J. Interpretation of the Frozen Soils Behavior Extending the Mechanics of Unsaturated Soils . [Thesis]. University of Ottawa; 2019. Available from: http://hdl.handle.net/10393/39555

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


University of Technology, Sydney

29. Ho, Huu Liem. Catalogue of analytical solutions for consolidation of unsaturated soils subjected to various initial conditions and time-dependent loadings.

Degree: 2016, University of Technology, Sydney

 Soil consolidation has been a primary geotechnical interest for decades. Such phenomenon involves the gradual dissipation of excess pore pressures from the soil deposit subjected… (more)

Subjects/Keywords: Unsaturated soils.; Unsaturated consolidation theory.; Consolidation prediction.; Laplace transformation techniques.; Permeability ratio Ka/Kw.; Excess pore-water pressures and settlement.; Excess pore-air pressure.

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

APA (6th Edition):

Ho, H. L. (2016). Catalogue of analytical solutions for consolidation of unsaturated soils subjected to various initial conditions and time-dependent loadings. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/52378

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):

Ho, Huu Liem. “Catalogue of analytical solutions for consolidation of unsaturated soils subjected to various initial conditions and time-dependent loadings.” 2016. Thesis, University of Technology, Sydney. Accessed January 19, 2020. http://hdl.handle.net/10453/52378.

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

MLA Handbook (7th Edition):

Ho, Huu Liem. “Catalogue of analytical solutions for consolidation of unsaturated soils subjected to various initial conditions and time-dependent loadings.” 2016. Web. 19 Jan 2020.

Vancouver:

Ho HL. Catalogue of analytical solutions for consolidation of unsaturated soils subjected to various initial conditions and time-dependent loadings. [Internet] [Thesis]. University of Technology, Sydney; 2016. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10453/52378.

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

Council of Science Editors:

Ho HL. Catalogue of analytical solutions for consolidation of unsaturated soils subjected to various initial conditions and time-dependent loadings. [Thesis]. University of Technology, Sydney; 2016. Available from: http://hdl.handle.net/10453/52378

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

30. Freitas Neto, Osvaldo de. Resistência ao cisalhamento de um solo não saturado com medida direta de sucção.

Degree: Mestrado, Geotecnia, 2008, University of São Paulo

Este trabalho teve como objetivo utilizar um tensiômetro de alta capacidade (TAC) para realizar medidas diretas de sucção em ensaios de resistência ao cisalhamento de… (more)

Subjects/Keywords: High capacity tensiometer; Resistência ao cisalhamento; Shear strength; Solos não saturados; Sucção; Suction; Tensiômetro de alta capacidade; Unsaturated soils

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

APA (6th Edition):

Freitas Neto, O. d. (2008). Resistência ao cisalhamento de um solo não saturado com medida direta de sucção. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-10102008-092325/ ;

Chicago Manual of Style (16th Edition):

Freitas Neto, Osvaldo de. “Resistência ao cisalhamento de um solo não saturado com medida direta de sucção.” 2008. Masters Thesis, University of São Paulo. Accessed January 19, 2020. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-10102008-092325/ ;.

MLA Handbook (7th Edition):

Freitas Neto, Osvaldo de. “Resistência ao cisalhamento de um solo não saturado com medida direta de sucção.” 2008. Web. 19 Jan 2020.

Vancouver:

Freitas Neto Od. Resistência ao cisalhamento de um solo não saturado com medida direta de sucção. [Internet] [Masters thesis]. University of São Paulo; 2008. [cited 2020 Jan 19]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-10102008-092325/ ;.

Council of Science Editors:

Freitas Neto Od. Resistência ao cisalhamento de um solo não saturado com medida direta de sucção. [Masters Thesis]. University of São Paulo; 2008. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-10102008-092325/ ;

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