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You searched for subject:(Unsaturated soil). Showing records 1 – 30 of 197 total matches.

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Kyoto University / 京都大学

1. Feng, Huaiping. Multiphase Deformation Analysis of Elasto-viscoplastic Unsaturated Soil and Modeling of Bentonite : 弾-粘塑性不飽和土の多相変形解析とベントナイトのモデル化.

Degree: 博士(工学), 2008, Kyoto University / 京都大学

The deformation behavior of unsaturated soil has been the subject of numerous experimental and theoretical investigations. However, this phenomenon is not fully understood. Problems, such… (more)

Subjects/Keywords: Unsaturated Soil; Elasto-viscoplasticity; Bentonite

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APA (6th Edition):

Feng, H. (2008). Multiphase Deformation Analysis of Elasto-viscoplastic Unsaturated Soil and Modeling of Bentonite : 弾-粘塑性不飽和土の多相変形解析とベントナイトのモデル化. (Thesis). Kyoto University / 京都大学. Retrieved from http://hdl.handle.net/2433/57266 ; http://dx.doi.org/10.14989/doctor.k13775

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):

Feng, Huaiping. “Multiphase Deformation Analysis of Elasto-viscoplastic Unsaturated Soil and Modeling of Bentonite : 弾-粘塑性不飽和土の多相変形解析とベントナイトのモデル化.” 2008. Thesis, Kyoto University / 京都大学. Accessed October 20, 2020. http://hdl.handle.net/2433/57266 ; http://dx.doi.org/10.14989/doctor.k13775.

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

MLA Handbook (7th Edition):

Feng, Huaiping. “Multiphase Deformation Analysis of Elasto-viscoplastic Unsaturated Soil and Modeling of Bentonite : 弾-粘塑性不飽和土の多相変形解析とベントナイトのモデル化.” 2008. Web. 20 Oct 2020.

Vancouver:

Feng H. Multiphase Deformation Analysis of Elasto-viscoplastic Unsaturated Soil and Modeling of Bentonite : 弾-粘塑性不飽和土の多相変形解析とベントナイトのモデル化. [Internet] [Thesis]. Kyoto University / 京都大学; 2008. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/2433/57266 ; http://dx.doi.org/10.14989/doctor.k13775.

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

Council of Science Editors:

Feng H. Multiphase Deformation Analysis of Elasto-viscoplastic Unsaturated Soil and Modeling of Bentonite : 弾-粘塑性不飽和土の多相変形解析とベントナイトのモデル化. [Thesis]. Kyoto University / 京都大学; 2008. Available from: http://hdl.handle.net/2433/57266 ; http://dx.doi.org/10.14989/doctor.k13775

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


University of Sydney

2. Li, Shuoqi. The Distribution of Saturated Clusters in Wetted Granular Materials .

Degree: 2017, University of Sydney

 As a typical multiphase fluid flow process, drainage in porous media, also called as fluid displacement, is of fundamental interest in nature and various industrial… (more)

Subjects/Keywords: unsaturated soil; granular materials

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APA (6th Edition):

Li, S. (2017). The Distribution of Saturated Clusters in Wetted Granular Materials . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/17619

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):

Li, Shuoqi. “The Distribution of Saturated Clusters in Wetted Granular Materials .” 2017. Thesis, University of Sydney. Accessed October 20, 2020. http://hdl.handle.net/2123/17619.

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

MLA Handbook (7th Edition):

Li, Shuoqi. “The Distribution of Saturated Clusters in Wetted Granular Materials .” 2017. Web. 20 Oct 2020.

Vancouver:

Li S. The Distribution of Saturated Clusters in Wetted Granular Materials . [Internet] [Thesis]. University of Sydney; 2017. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/2123/17619.

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

Council of Science Editors:

Li S. The Distribution of Saturated Clusters in Wetted Granular Materials . [Thesis]. University of Sydney; 2017. Available from: http://hdl.handle.net/2123/17619

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

3. Jindal, Prateek. Effect of Pore-Water Surface Tension on Tensile Strength of Unsaturated Sand.

Degree: MSc -MS, Earth & Space Science, 2016, York University

 A custom-built direct tension apparatus was employed to perform direct tension tests on unsaturated silica sand specimens at different saturations levels and packing dry densities.… (more)

Subjects/Keywords: Civil engineering; Unsaturated soil mechanics; Tensile strength; Unsaturated sands; Surface tension

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APA (6th Edition):

Jindal, P. (2016). Effect of Pore-Water Surface Tension on Tensile Strength of Unsaturated Sand. (Masters Thesis). York University. Retrieved from http://hdl.handle.net/10315/32234

Chicago Manual of Style (16th Edition):

Jindal, Prateek. “Effect of Pore-Water Surface Tension on Tensile Strength of Unsaturated Sand.” 2016. Masters Thesis, York University. Accessed October 20, 2020. http://hdl.handle.net/10315/32234.

MLA Handbook (7th Edition):

Jindal, Prateek. “Effect of Pore-Water Surface Tension on Tensile Strength of Unsaturated Sand.” 2016. Web. 20 Oct 2020.

Vancouver:

Jindal P. Effect of Pore-Water Surface Tension on Tensile Strength of Unsaturated Sand. [Internet] [Masters thesis]. York University; 2016. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/10315/32234.

Council of Science Editors:

Jindal P. Effect of Pore-Water Surface Tension on Tensile Strength of Unsaturated Sand. [Masters Thesis]. York University; 2016. Available from: http://hdl.handle.net/10315/32234


University of Georgia

4. Hutchison, Jessica. Comparison of vacuum and centrifuge-based techniques for evaluating solute transport processes under unsaturated conditions.

Degree: 2014, University of Georgia

 Most subsurface contamination passes through the unsaturated zone before reaching an aquifer; however, many transport studies are conducted under saturated conditions that may not approximate… (more)

Subjects/Keywords: Hexavalent chromium; Solute transport; Unsaturated soil; Adsorption; Dispersion; Unsaturated flow apparatus

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APA (6th Edition):

Hutchison, J. (2014). Comparison of vacuum and centrifuge-based techniques for evaluating solute transport processes under unsaturated conditions. (Thesis). University of Georgia. Retrieved from http://hdl.handle.net/10724/20589

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):

Hutchison, Jessica. “Comparison of vacuum and centrifuge-based techniques for evaluating solute transport processes under unsaturated conditions.” 2014. Thesis, University of Georgia. Accessed October 20, 2020. http://hdl.handle.net/10724/20589.

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

MLA Handbook (7th Edition):

Hutchison, Jessica. “Comparison of vacuum and centrifuge-based techniques for evaluating solute transport processes under unsaturated conditions.” 2014. Web. 20 Oct 2020.

Vancouver:

Hutchison J. Comparison of vacuum and centrifuge-based techniques for evaluating solute transport processes under unsaturated conditions. [Internet] [Thesis]. University of Georgia; 2014. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/10724/20589.

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

Council of Science Editors:

Hutchison J. Comparison of vacuum and centrifuge-based techniques for evaluating solute transport processes under unsaturated conditions. [Thesis]. University of Georgia; 2014. Available from: http://hdl.handle.net/10724/20589

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


University of Newcastle

5. Burton, Glen J. An experimental investigation of unsaturated clay: volume change and microstructural considerations.

Degree: PhD, 2016, University of Newcastle

Research Doctorate - Doctor of Philosophy (PhD)

Predicting the behaviour of unsaturated soils, and in particular compacted high plasticity clays, is a pre-requisite for the… (more)

Subjects/Keywords: unsaturated soil; suction; microstructure; volume change; clay

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

APA (6th Edition):

Burton, G. J. (2016). An experimental investigation of unsaturated clay: volume change and microstructural considerations. (Doctoral Dissertation). University of Newcastle. Retrieved from http://hdl.handle.net/1959.13/1313340

Chicago Manual of Style (16th Edition):

Burton, Glen J. “An experimental investigation of unsaturated clay: volume change and microstructural considerations.” 2016. Doctoral Dissertation, University of Newcastle. Accessed October 20, 2020. http://hdl.handle.net/1959.13/1313340.

MLA Handbook (7th Edition):

Burton, Glen J. “An experimental investigation of unsaturated clay: volume change and microstructural considerations.” 2016. Web. 20 Oct 2020.

Vancouver:

Burton GJ. An experimental investigation of unsaturated clay: volume change and microstructural considerations. [Internet] [Doctoral dissertation]. University of Newcastle; 2016. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/1959.13/1313340.

Council of Science Editors:

Burton GJ. An experimental investigation of unsaturated clay: volume change and microstructural considerations. [Doctoral Dissertation]. University of Newcastle; 2016. Available from: http://hdl.handle.net/1959.13/1313340


Mississippi State University

6. Shahrokhabadi , Shahriar. Deterministic and random Isogeometric analysis of fluid flow in unsaturated soils.

Degree: MS, Civil and Environmental Engineering, 2017, Mississippi State University

  The main objective of this research is to use IGA as an efficient and robust alternative for numerical simulation of unsaturated seepage problems. Moreover,… (more)

Subjects/Keywords: Isogeometric; Finite Element; NURBS; Unsaturated soil

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APA (6th Edition):

Shahrokhabadi , S. (2017). Deterministic and random Isogeometric analysis of fluid flow in unsaturated soils. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-10262017-162733/ ;

Chicago Manual of Style (16th Edition):

Shahrokhabadi , Shahriar. “Deterministic and random Isogeometric analysis of fluid flow in unsaturated soils.” 2017. Masters Thesis, Mississippi State University. Accessed October 20, 2020. http://sun.library.msstate.edu/ETD-db/theses/available/etd-10262017-162733/ ;.

MLA Handbook (7th Edition):

Shahrokhabadi , Shahriar. “Deterministic and random Isogeometric analysis of fluid flow in unsaturated soils.” 2017. Web. 20 Oct 2020.

Vancouver:

Shahrokhabadi S. Deterministic and random Isogeometric analysis of fluid flow in unsaturated soils. [Internet] [Masters thesis]. Mississippi State University; 2017. [cited 2020 Oct 20]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-10262017-162733/ ;.

Council of Science Editors:

Shahrokhabadi S. Deterministic and random Isogeometric analysis of fluid flow in unsaturated soils. [Masters Thesis]. Mississippi State University; 2017. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-10262017-162733/ ;


University of Wollongong

7. Premadasa, Wuditha N. The influence of infill saturation on the shear strength of soil-infilled rock joints.

Degree: PhD, 2013, University of Wollongong

  Discontinuities such as fault planes, joints and bedding planes in a rock mass may be filled with different types of fine-grained material that are… (more)

Subjects/Keywords: Rock joints; shear strength; unsaturated soil

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APA (6th Edition):

Premadasa, W. N. (2013). The influence of infill saturation on the shear strength of soil-infilled rock joints. (Doctoral Dissertation). University of Wollongong. Retrieved from ; https://ro.uow.edu.au/theses/3889

Chicago Manual of Style (16th Edition):

Premadasa, Wuditha N. “The influence of infill saturation on the shear strength of soil-infilled rock joints.” 2013. Doctoral Dissertation, University of Wollongong. Accessed October 20, 2020. ; https://ro.uow.edu.au/theses/3889.

MLA Handbook (7th Edition):

Premadasa, Wuditha N. “The influence of infill saturation on the shear strength of soil-infilled rock joints.” 2013. Web. 20 Oct 2020.

Vancouver:

Premadasa WN. The influence of infill saturation on the shear strength of soil-infilled rock joints. [Internet] [Doctoral dissertation]. University of Wollongong; 2013. [cited 2020 Oct 20]. Available from: ; https://ro.uow.edu.au/theses/3889.

Council of Science Editors:

Premadasa WN. The influence of infill saturation on the shear strength of soil-infilled rock joints. [Doctoral Dissertation]. University of Wollongong; 2013. Available from: ; https://ro.uow.edu.au/theses/3889


Louisiana State University

8. Bukkapatnam Tirumala, Ananth. Experimental Investigation of Unsaturated Soil Stiffness.

Degree: MSCE, Civil and Environmental Engineering, 2008, Louisiana State University

Soil stiffness is a strain dependent non-linear parameter. Stiffness is the measure of soil deformation under a particular working load. It can used for predicting… (more)

Subjects/Keywords: stiffness; unsaturated soil

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APA (6th Edition):

Bukkapatnam Tirumala, A. (2008). Experimental Investigation of Unsaturated Soil Stiffness. (Masters Thesis). Louisiana State University. Retrieved from etd-11142008-112505 ; https://digitalcommons.lsu.edu/gradschool_theses/3551

Chicago Manual of Style (16th Edition):

Bukkapatnam Tirumala, Ananth. “Experimental Investigation of Unsaturated Soil Stiffness.” 2008. Masters Thesis, Louisiana State University. Accessed October 20, 2020. etd-11142008-112505 ; https://digitalcommons.lsu.edu/gradschool_theses/3551.

MLA Handbook (7th Edition):

Bukkapatnam Tirumala, Ananth. “Experimental Investigation of Unsaturated Soil Stiffness.” 2008. Web. 20 Oct 2020.

Vancouver:

Bukkapatnam Tirumala A. Experimental Investigation of Unsaturated Soil Stiffness. [Internet] [Masters thesis]. Louisiana State University; 2008. [cited 2020 Oct 20]. Available from: etd-11142008-112505 ; https://digitalcommons.lsu.edu/gradschool_theses/3551.

Council of Science Editors:

Bukkapatnam Tirumala A. Experimental Investigation of Unsaturated Soil Stiffness. [Masters Thesis]. Louisiana State University; 2008. Available from: etd-11142008-112505 ; https://digitalcommons.lsu.edu/gradschool_theses/3551


University of Ottawa

9. Salah, Mohammad. A Method to Improve the Performance of Capillary Barriers Using Heated Air Flow.

Degree: PhD, Génie / Engineering, 2020, University of Ottawa

 The investigation described in this thesis is aimed at determining the effect of heated air flow on the behaviour of capillary barriers. In order to… (more)

Subjects/Keywords: Capillary Barriers; Thermodynamic Behaviour of Unsaturated Soil

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APA (6th Edition):

Salah, M. (2020). A Method to Improve the Performance of Capillary Barriers Using Heated Air Flow. (Doctoral Dissertation). University of Ottawa. Retrieved from http://dx.doi.org/10.20381/ruor-25324

Chicago Manual of Style (16th Edition):

Salah, Mohammad. “A Method to Improve the Performance of Capillary Barriers Using Heated Air Flow.” 2020. Doctoral Dissertation, University of Ottawa. Accessed October 20, 2020. http://dx.doi.org/10.20381/ruor-25324.

MLA Handbook (7th Edition):

Salah, Mohammad. “A Method to Improve the Performance of Capillary Barriers Using Heated Air Flow.” 2020. Web. 20 Oct 2020.

Vancouver:

Salah M. A Method to Improve the Performance of Capillary Barriers Using Heated Air Flow. [Internet] [Doctoral dissertation]. University of Ottawa; 2020. [cited 2020 Oct 20]. Available from: http://dx.doi.org/10.20381/ruor-25324.

Council of Science Editors:

Salah M. A Method to Improve the Performance of Capillary Barriers Using Heated Air Flow. [Doctoral Dissertation]. University of Ottawa; 2020. Available from: http://dx.doi.org/10.20381/ruor-25324


University of Texas – Austin

10. El Hachem, Anthony Ghassan. Moisture drainage under unsaturated soil conditions with the aid of enhanced lateral drainage (ELD) geotextiles.

Degree: MSin Engineering, Civil Engineering, 2018, University of Texas – Austin

 Drainage under unsaturated soil conditions has always been a challenge for many civil engineering applications where removal of this extra moisture would improve the performance… (more)

Subjects/Keywords: Geosynthetics; Drainage; Unsaturated soil; Accelerated pavement testing

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APA (6th Edition):

El Hachem, A. G. (2018). Moisture drainage under unsaturated soil conditions with the aid of enhanced lateral drainage (ELD) geotextiles. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/69000

Chicago Manual of Style (16th Edition):

El Hachem, Anthony Ghassan. “Moisture drainage under unsaturated soil conditions with the aid of enhanced lateral drainage (ELD) geotextiles.” 2018. Masters Thesis, University of Texas – Austin. Accessed October 20, 2020. http://hdl.handle.net/2152/69000.

MLA Handbook (7th Edition):

El Hachem, Anthony Ghassan. “Moisture drainage under unsaturated soil conditions with the aid of enhanced lateral drainage (ELD) geotextiles.” 2018. Web. 20 Oct 2020.

Vancouver:

El Hachem AG. Moisture drainage under unsaturated soil conditions with the aid of enhanced lateral drainage (ELD) geotextiles. [Internet] [Masters thesis]. University of Texas – Austin; 2018. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/2152/69000.

Council of Science Editors:

El Hachem AG. Moisture drainage under unsaturated soil conditions with the aid of enhanced lateral drainage (ELD) geotextiles. [Masters Thesis]. University of Texas – Austin; 2018. Available from: http://hdl.handle.net/2152/69000


Queensland University of Technology

11. Tehrani, Katayoon. Developing a new instrumented soil column to study climate-induced ground movement in expansive soil.

Degree: 2016, Queensland University of Technology

 This project was a step forward in developing an instrumented soil column to enhance the understanding of the behaviour of expansive soil subjected to different… (more)

Subjects/Keywords: Ground movement; Soil column; Expnsive soil; Heave prediction; Unsaturated soil

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APA (6th Edition):

Tehrani, K. (2016). Developing a new instrumented soil column to study climate-induced ground movement in expansive soil. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/100017/

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):

Tehrani, Katayoon. “Developing a new instrumented soil column to study climate-induced ground movement in expansive soil.” 2016. Thesis, Queensland University of Technology. Accessed October 20, 2020. https://eprints.qut.edu.au/100017/.

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

MLA Handbook (7th Edition):

Tehrani, Katayoon. “Developing a new instrumented soil column to study climate-induced ground movement in expansive soil.” 2016. Web. 20 Oct 2020.

Vancouver:

Tehrani K. Developing a new instrumented soil column to study climate-induced ground movement in expansive soil. [Internet] [Thesis]. Queensland University of Technology; 2016. [cited 2020 Oct 20]. Available from: https://eprints.qut.edu.au/100017/.

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

Council of Science Editors:

Tehrani K. Developing a new instrumented soil column to study climate-induced ground movement in expansive soil. [Thesis]. Queensland University of Technology; 2016. Available from: https://eprints.qut.edu.au/100017/

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


University of Ottawa

12. Hana Hussin Adem. Modulus of Elasticity Based Method for Estimating the Vertical Movement of Natural Unsaturated Expansive Soils .

Degree: 2015, University of Ottawa

 Expansive soils are widely distributed in arid and semi-arid regions around the world and are typically found in a state of unsaturated condition. These soils… (more)

Subjects/Keywords: Unsaturated Expansive Soil; Soil Movement; Prediction Method; Soil Suction; Modulus of Elasticity; Soil-Atmospheric Interactions

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APA (6th Edition):

Adem, H. H. (2015). Modulus of Elasticity Based Method for Estimating the Vertical Movement of Natural Unsaturated Expansive Soils . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/31910

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):

Adem, Hana Hussin. “Modulus of Elasticity Based Method for Estimating the Vertical Movement of Natural Unsaturated Expansive Soils .” 2015. Thesis, University of Ottawa. Accessed October 20, 2020. http://hdl.handle.net/10393/31910.

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

MLA Handbook (7th Edition):

Adem, Hana Hussin. “Modulus of Elasticity Based Method for Estimating the Vertical Movement of Natural Unsaturated Expansive Soils .” 2015. Web. 20 Oct 2020.

Vancouver:

Adem HH. Modulus of Elasticity Based Method for Estimating the Vertical Movement of Natural Unsaturated Expansive Soils . [Internet] [Thesis]. University of Ottawa; 2015. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/10393/31910.

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

Council of Science Editors:

Adem HH. Modulus of Elasticity Based Method for Estimating the Vertical Movement of Natural Unsaturated Expansive Soils . [Thesis]. University of Ottawa; 2015. Available from: http://hdl.handle.net/10393/31910

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

13. Liu, Yunlong. Interpretation of Load Transfer Mechanism for Piles in Unsaturated Expansive Soils .

Degree: 2019, University of Ottawa

 Water infiltration associated with natural precipitation events or other artificial activities such as pipe leaks in expansive soils significantly influence the engineering properties; namely, coefficient… (more)

Subjects/Keywords: Unsaturated soil; Pile; Expansive soil; Matric suction; Load transfer mechanism

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APA (6th Edition):

Liu, Y. (2019). Interpretation of Load Transfer Mechanism for Piles in Unsaturated Expansive Soils . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/38804

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):

Liu, Yunlong. “Interpretation of Load Transfer Mechanism for Piles in Unsaturated Expansive Soils .” 2019. Thesis, University of Ottawa. Accessed October 20, 2020. http://hdl.handle.net/10393/38804.

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

MLA Handbook (7th Edition):

Liu, Yunlong. “Interpretation of Load Transfer Mechanism for Piles in Unsaturated Expansive Soils .” 2019. Web. 20 Oct 2020.

Vancouver:

Liu Y. Interpretation of Load Transfer Mechanism for Piles in Unsaturated Expansive Soils . [Internet] [Thesis]. University of Ottawa; 2019. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/10393/38804.

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

Council of Science Editors:

Liu Y. Interpretation of Load Transfer Mechanism for Piles in Unsaturated Expansive Soils . [Thesis]. University of Ottawa; 2019. Available from: http://hdl.handle.net/10393/38804

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


Delft University of Technology

14. Smoor, A.C. (author). The impact of overburden pressure on unsaturated shrinkage behavior of fine-grained soils.

Degree: 2015, Delft University of Technology

The impact of overburden pressure on shrinkage behavior of fine-grained soil is investigated by means of a shrinkage curve based on experimental data. It was… (more)

Subjects/Keywords: unsaturated soil; shrinkage; overburden pressure; volume definition; fine-grained soil

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APA (6th Edition):

Smoor, A. C. (. (2015). The impact of overburden pressure on unsaturated shrinkage behavior of fine-grained soils. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:ae82ad47-515f-46af-8b03-b1cd6e183237

Chicago Manual of Style (16th Edition):

Smoor, A C (author). “The impact of overburden pressure on unsaturated shrinkage behavior of fine-grained soils.” 2015. Masters Thesis, Delft University of Technology. Accessed October 20, 2020. http://resolver.tudelft.nl/uuid:ae82ad47-515f-46af-8b03-b1cd6e183237.

MLA Handbook (7th Edition):

Smoor, A C (author). “The impact of overburden pressure on unsaturated shrinkage behavior of fine-grained soils.” 2015. Web. 20 Oct 2020.

Vancouver:

Smoor AC(. The impact of overburden pressure on unsaturated shrinkage behavior of fine-grained soils. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Oct 20]. Available from: http://resolver.tudelft.nl/uuid:ae82ad47-515f-46af-8b03-b1cd6e183237.

Council of Science Editors:

Smoor AC(. The impact of overburden pressure on unsaturated shrinkage behavior of fine-grained soils. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:ae82ad47-515f-46af-8b03-b1cd6e183237


University of Missouri – Columbia

15. Jaafar, Rani. Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing.

Degree: 2012, University of Missouri – Columbia

 A large portion, if not the majority, of conditions encountered in geotechnical engineering practice involves unsaturated soil. Practical problems include precipitation-induced slope stability failures, expansive… (more)

Subjects/Keywords: unsaturated soil; soil-water characteristic curve; hydraulic conductivity function; strength parameters

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

APA (6th Edition):

Jaafar, R. (2012). Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing. (Thesis). University of Missouri – Columbia. Retrieved from http://hdl.handle.net/10355/36672

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):

Jaafar, Rani. “Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing.” 2012. Thesis, University of Missouri – Columbia. Accessed October 20, 2020. http://hdl.handle.net/10355/36672.

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

MLA Handbook (7th Edition):

Jaafar, Rani. “Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing.” 2012. Web. 20 Oct 2020.

Vancouver:

Jaafar R. Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing. [Internet] [Thesis]. University of Missouri – Columbia; 2012. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/10355/36672.

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

Council of Science Editors:

Jaafar R. Predicting macroscale response of unsaturated sands from microscale analysis and simple geotechnical testing. [Thesis]. University of Missouri – Columbia; 2012. Available from: http://hdl.handle.net/10355/36672

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


National University of Ireland – Galway

16. Vero, Sara. A toolkit for assessing unsaturated soil time lag with respect to Water Framework Directive deadlines .

Degree: 2016, National University of Ireland – Galway

 Time lag is the delay between the implementation of water quality mitigation measures and observed effects on water quality. This delay arises as a result… (more)

Subjects/Keywords: Civil engineering; Unsaturated soil; Water framework directive; Time lag; Unsaturated zone; Hydrology

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

APA (6th Edition):

Vero, S. (2016). A toolkit for assessing unsaturated soil time lag with respect to Water Framework Directive deadlines . (Thesis). National University of Ireland – Galway. Retrieved from http://hdl.handle.net/10379/5541

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):

Vero, Sara. “A toolkit for assessing unsaturated soil time lag with respect to Water Framework Directive deadlines .” 2016. Thesis, National University of Ireland – Galway. Accessed October 20, 2020. http://hdl.handle.net/10379/5541.

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

MLA Handbook (7th Edition):

Vero, Sara. “A toolkit for assessing unsaturated soil time lag with respect to Water Framework Directive deadlines .” 2016. Web. 20 Oct 2020.

Vancouver:

Vero S. A toolkit for assessing unsaturated soil time lag with respect to Water Framework Directive deadlines . [Internet] [Thesis]. National University of Ireland – Galway; 2016. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/10379/5541.

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

Council of Science Editors:

Vero S. A toolkit for assessing unsaturated soil time lag with respect to Water Framework Directive deadlines . [Thesis]. National University of Ireland – Galway; 2016. Available from: http://hdl.handle.net/10379/5541

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


RMIT University

17. Wang, Lijing. Experimental study of the hydraulic behaviour of Melbourne silt.

Degree: 2014, RMIT University

Soil partially saturated with water is referred to as unsaturated soil. Unsaturated soil has very complicated behaviour. A change in the degree of saturation can… (more)

Subjects/Keywords: Fields of Research; Hydraulic Behaviour; SWCC; Unsaturated Soil; Melbourne Silt

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

APA (6th Edition):

Wang, L. (2014). Experimental study of the hydraulic behaviour of Melbourne silt. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:161502

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):

Wang, Lijing. “Experimental study of the hydraulic behaviour of Melbourne silt.” 2014. Thesis, RMIT University. Accessed October 20, 2020. http://researchbank.rmit.edu.au/view/rmit:161502.

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

MLA Handbook (7th Edition):

Wang, Lijing. “Experimental study of the hydraulic behaviour of Melbourne silt.” 2014. Web. 20 Oct 2020.

Vancouver:

Wang L. Experimental study of the hydraulic behaviour of Melbourne silt. [Internet] [Thesis]. RMIT University; 2014. [cited 2020 Oct 20]. Available from: http://researchbank.rmit.edu.au/view/rmit:161502.

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

Council of Science Editors:

Wang L. Experimental study of the hydraulic behaviour of Melbourne silt. [Thesis]. RMIT University; 2014. Available from: http://researchbank.rmit.edu.au/view/rmit:161502

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


Mississippi State University

18. Andrabi, Syed Gous. Coupled and uncoupled earth pressure profiles in unsaturated soils under transient flow.

Degree: MS, Civil and Environmental Engineering, 2016, Mississippi State University

  The main goal of this research is to evaluate the behavior of earth pressure profiles in unsaturated soils under transient flow. In the first… (more)

Subjects/Keywords: Unsaturated soil; coupled hydro-mechanical; unified effective stress

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APA (6th Edition):

Andrabi, S. G. (2016). Coupled and uncoupled earth pressure profiles in unsaturated soils under transient flow. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-07292016-120038/ ;

Chicago Manual of Style (16th Edition):

Andrabi, Syed Gous. “Coupled and uncoupled earth pressure profiles in unsaturated soils under transient flow.” 2016. Masters Thesis, Mississippi State University. Accessed October 20, 2020. http://sun.library.msstate.edu/ETD-db/theses/available/etd-07292016-120038/ ;.

MLA Handbook (7th Edition):

Andrabi, Syed Gous. “Coupled and uncoupled earth pressure profiles in unsaturated soils under transient flow.” 2016. Web. 20 Oct 2020.

Vancouver:

Andrabi SG. Coupled and uncoupled earth pressure profiles in unsaturated soils under transient flow. [Internet] [Masters thesis]. Mississippi State University; 2016. [cited 2020 Oct 20]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-07292016-120038/ ;.

Council of Science Editors:

Andrabi SG. Coupled and uncoupled earth pressure profiles in unsaturated soils under transient flow. [Masters Thesis]. Mississippi State University; 2016. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-07292016-120038/ ;

19. Sitarenios, Panagiotis. Constitutive modelling of the mechanical behaviour of unsaturated soils.

Degree: 2016, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ)

 The main objective of the present doctoral thesis is the development of a constitutive model for unsaturated soils, its validation and further numerical implementation in… (more)

Subjects/Keywords: Καταστατική προσομοίωση; Μη κορεσμένα εδάφη; Ανισοτροπία; Constitutive modelling; Unsaturated soil; Anisotropy

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

APA (6th Edition):

Sitarenios, P. (2016). Constitutive modelling of the mechanical behaviour of unsaturated soils. (Thesis). National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Retrieved from http://hdl.handle.net/10442/hedi/43429

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):

Sitarenios, Panagiotis. “Constitutive modelling of the mechanical behaviour of unsaturated soils.” 2016. Thesis, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Accessed October 20, 2020. http://hdl.handle.net/10442/hedi/43429.

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

MLA Handbook (7th Edition):

Sitarenios, Panagiotis. “Constitutive modelling of the mechanical behaviour of unsaturated soils.” 2016. Web. 20 Oct 2020.

Vancouver:

Sitarenios P. Constitutive modelling of the mechanical behaviour of unsaturated soils. [Internet] [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2016. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/10442/hedi/43429.

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

Council of Science Editors:

Sitarenios P. Constitutive modelling of the mechanical behaviour of unsaturated soils. [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2016. Available from: http://hdl.handle.net/10442/hedi/43429

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


University of Saskatchewan

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

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 October 20, 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. 20 Oct 2020.

Vancouver:

Ho DY. The Relationships Between the Volumetric Deformation Moduli of Unsaturated Soils. [Internet] [Thesis]. University of Saskatchewan; 1988. [cited 2020 Oct 20]. 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 Saskatchewan

21. Wong, Jonathan 1991-. Cone Penetration Test in Unsaturated Soil with Matric Suction Measurement.

Degree: 2018, University of Saskatchewan

 This research consists of two main studies. In the first half of this dissertation, the research findings regarding the use of 3D scanner for shrinkage… (more)

Subjects/Keywords: In-situ testing; unsaturated soil; cone penetration testing

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APA (6th Edition):

Wong, J. 1. (2018). Cone Penetration Test in Unsaturated Soil with Matric Suction Measurement. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/10354

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):

Wong, Jonathan 1991-. “Cone Penetration Test in Unsaturated Soil with Matric Suction Measurement.” 2018. Thesis, University of Saskatchewan. Accessed October 20, 2020. http://hdl.handle.net/10388/10354.

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

MLA Handbook (7th Edition):

Wong, Jonathan 1991-. “Cone Penetration Test in Unsaturated Soil with Matric Suction Measurement.” 2018. Web. 20 Oct 2020.

Vancouver:

Wong J1. Cone Penetration Test in Unsaturated Soil with Matric Suction Measurement. [Internet] [Thesis]. University of Saskatchewan; 2018. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/10388/10354.

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

Council of Science Editors:

Wong J1. Cone Penetration Test in Unsaturated Soil with Matric Suction Measurement. [Thesis]. University of Saskatchewan; 2018. Available from: http://hdl.handle.net/10388/10354

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


Texas A&M University

22. Kulkarni, Renu Uday. A potential technique to determine the unsaturated soil shear strength parameter.

Degree: MS, Civil Engineering, 2008, Texas A&M University

 The shear strength behavior of unsaturated soils is a complex phenomenon. The major factors that lead to the complex behavior are grain size, natural alteration… (more)

Subjects/Keywords: Unsaturated soil mechanics; shear strength

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

APA (6th Edition):

Kulkarni, R. U. (2008). A potential technique to determine the unsaturated soil shear strength parameter. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/86016

Chicago Manual of Style (16th Edition):

Kulkarni, Renu Uday. “A potential technique to determine the unsaturated soil shear strength parameter.” 2008. Masters Thesis, Texas A&M University. Accessed October 20, 2020. http://hdl.handle.net/1969.1/86016.

MLA Handbook (7th Edition):

Kulkarni, Renu Uday. “A potential technique to determine the unsaturated soil shear strength parameter.” 2008. Web. 20 Oct 2020.

Vancouver:

Kulkarni RU. A potential technique to determine the unsaturated soil shear strength parameter. [Internet] [Masters thesis]. Texas A&M University; 2008. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/1969.1/86016.

Council of Science Editors:

Kulkarni RU. A potential technique to determine the unsaturated soil shear strength parameter. [Masters Thesis]. Texas A&M University; 2008. Available from: http://hdl.handle.net/1969.1/86016


Texas A&M University

23. Sood, Eeshani. Determination of diffusion coefficient for unsaturated soils.

Degree: MS, Civil Engineering, 2005, Texas A&M University

 The structures constructed on unsaturated soils are damaged by the movement of the soil underneath. The movement is basically due to the flow of moisture… (more)

Subjects/Keywords: Unsaturated soil; Diffusion Coefficient

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

APA (6th Edition):

Sood, E. (2005). Determination of diffusion coefficient for unsaturated soils. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/2318

Chicago Manual of Style (16th Edition):

Sood, Eeshani. “Determination of diffusion coefficient for unsaturated soils.” 2005. Masters Thesis, Texas A&M University. Accessed October 20, 2020. http://hdl.handle.net/1969.1/2318.

MLA Handbook (7th Edition):

Sood, Eeshani. “Determination of diffusion coefficient for unsaturated soils.” 2005. Web. 20 Oct 2020.

Vancouver:

Sood E. Determination of diffusion coefficient for unsaturated soils. [Internet] [Masters thesis]. Texas A&M University; 2005. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/1969.1/2318.

Council of Science Editors:

Sood E. Determination of diffusion coefficient for unsaturated soils. [Masters Thesis]. Texas A&M University; 2005. Available from: http://hdl.handle.net/1969.1/2318


Texas A&M University

24. Khandelwal, Siddharth. Effect of Desiccation Cracks on Earth Embankments.

Degree: MS, Civil Engineering, 2012, Texas A&M University

 Levees are earth structures used for flood protection. Due to their easy availability and low permeability, clays are the most common material used for the… (more)

Subjects/Keywords: Earth Embankment; Probabilistic Analysis; Unsaturated Soil; Desiccation Cracks

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

APA (6th Edition):

Khandelwal, S. (2012). Effect of Desiccation Cracks on Earth Embankments. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/149212

Chicago Manual of Style (16th Edition):

Khandelwal, Siddharth. “Effect of Desiccation Cracks on Earth Embankments.” 2012. Masters Thesis, Texas A&M University. Accessed October 20, 2020. http://hdl.handle.net/1969.1/149212.

MLA Handbook (7th Edition):

Khandelwal, Siddharth. “Effect of Desiccation Cracks on Earth Embankments.” 2012. Web. 20 Oct 2020.

Vancouver:

Khandelwal S. Effect of Desiccation Cracks on Earth Embankments. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/1969.1/149212.

Council of Science Editors:

Khandelwal S. Effect of Desiccation Cracks on Earth Embankments. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/149212


University of Ghana

25. Otoo, I.A. Study Of The Origin Of Salinity In The Unsaturated Soil Zone Using Chloride Profiles And Stable Isotope At Ekumfi Akwakrom And Ekumfi Asokwa Mankessim Municipality Of The Central Region Of Ghana .

Degree: 2013, University of Ghana

 This research was carried out to investigate the origin of salinity in the unsaturated soil zone with emphasis on chloride profile and stale isotopes in… (more)

Subjects/Keywords: Salinity; Unsaturated Soil Zone; Chloride; Stable Isotope; Central Region; Ghana

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

APA (6th Edition):

Otoo, I. A. (2013). Study Of The Origin Of Salinity In The Unsaturated Soil Zone Using Chloride Profiles And Stable Isotope At Ekumfi Akwakrom And Ekumfi Asokwa Mankessim Municipality Of The Central Region Of Ghana . (Masters Thesis). University of Ghana. Retrieved from http://ugspace.ug.edu.gh/handle/123456789/23784

Chicago Manual of Style (16th Edition):

Otoo, I A. “Study Of The Origin Of Salinity In The Unsaturated Soil Zone Using Chloride Profiles And Stable Isotope At Ekumfi Akwakrom And Ekumfi Asokwa Mankessim Municipality Of The Central Region Of Ghana .” 2013. Masters Thesis, University of Ghana. Accessed October 20, 2020. http://ugspace.ug.edu.gh/handle/123456789/23784.

MLA Handbook (7th Edition):

Otoo, I A. “Study Of The Origin Of Salinity In The Unsaturated Soil Zone Using Chloride Profiles And Stable Isotope At Ekumfi Akwakrom And Ekumfi Asokwa Mankessim Municipality Of The Central Region Of Ghana .” 2013. Web. 20 Oct 2020.

Vancouver:

Otoo IA. Study Of The Origin Of Salinity In The Unsaturated Soil Zone Using Chloride Profiles And Stable Isotope At Ekumfi Akwakrom And Ekumfi Asokwa Mankessim Municipality Of The Central Region Of Ghana . [Internet] [Masters thesis]. University of Ghana; 2013. [cited 2020 Oct 20]. Available from: http://ugspace.ug.edu.gh/handle/123456789/23784.

Council of Science Editors:

Otoo IA. Study Of The Origin Of Salinity In The Unsaturated Soil Zone Using Chloride Profiles And Stable Isotope At Ekumfi Akwakrom And Ekumfi Asokwa Mankessim Municipality Of The Central Region Of Ghana . [Masters Thesis]. University of Ghana; 2013. Available from: http://ugspace.ug.edu.gh/handle/123456789/23784


University of Ottawa

26. Han, Zhong. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .

Degree: 2016, University of Ottawa

 Compacted soils are frequently used as subgrade for pavements as well as commercial and residential buildings. The stiffness and shear strength properties of compacted soils,… (more)

Subjects/Keywords: Stiffness; Shear strength; Unsaturated soil; Prediction; Pavement subgrade; Resilient modulus

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

APA (6th Edition):

Han, Z. (2016). Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/35059

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):

Han, Zhong. “Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .” 2016. Thesis, University of Ottawa. Accessed October 20, 2020. http://hdl.handle.net/10393/35059.

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

MLA Handbook (7th Edition):

Han, Zhong. “Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .” 2016. Web. 20 Oct 2020.

Vancouver:

Han Z. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . [Internet] [Thesis]. University of Ottawa; 2016. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/10393/35059.

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

Council of Science Editors:

Han Z. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . [Thesis]. University of Ottawa; 2016. Available from: http://hdl.handle.net/10393/35059

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


University of Colorado

27. Cui, Yixiao. Moisture Retention Materials Enhance Bioelectrochemical Remediation of Hydrocarbon-Contaminated Soil in Unsaturated Conditions.

Degree: MS, 2017, University of Colorado

Soil contamination has become a growing problem worldwide. Common soil remediation technologies including physical excavation, chemical oxidation or reduction are generally energy and chemical… (more)

Subjects/Keywords: bioelectrochemical remediation; moisture retention material; petroleum hydrocarbon; unsaturated soil; Environmental Engineering

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

APA (6th Edition):

Cui, Y. (2017). Moisture Retention Materials Enhance Bioelectrochemical Remediation of Hydrocarbon-Contaminated Soil in Unsaturated Conditions. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/105

Chicago Manual of Style (16th Edition):

Cui, Yixiao. “Moisture Retention Materials Enhance Bioelectrochemical Remediation of Hydrocarbon-Contaminated Soil in Unsaturated Conditions.” 2017. Masters Thesis, University of Colorado. Accessed October 20, 2020. https://scholar.colorado.edu/cven_gradetds/105.

MLA Handbook (7th Edition):

Cui, Yixiao. “Moisture Retention Materials Enhance Bioelectrochemical Remediation of Hydrocarbon-Contaminated Soil in Unsaturated Conditions.” 2017. Web. 20 Oct 2020.

Vancouver:

Cui Y. Moisture Retention Materials Enhance Bioelectrochemical Remediation of Hydrocarbon-Contaminated Soil in Unsaturated Conditions. [Internet] [Masters thesis]. University of Colorado; 2017. [cited 2020 Oct 20]. Available from: https://scholar.colorado.edu/cven_gradetds/105.

Council of Science Editors:

Cui Y. Moisture Retention Materials Enhance Bioelectrochemical Remediation of Hydrocarbon-Contaminated Soil in Unsaturated Conditions. [Masters Thesis]. University of Colorado; 2017. Available from: https://scholar.colorado.edu/cven_gradetds/105


KTH

28. Gonzales, Valentina. Seepage, stability and pollution transport of an upstream tailing dam with COMSOL.

Degree: Land and Water Resources Engineering (moved 20130630), 2013, KTH

  In the early years of the 20th century the first tailing dams were constructed, the upstream tailing dam being the first type. Before this… (more)

Subjects/Keywords: Tailing dam; Unsaturated soil; Seepage; Stability; Pollutant; COMSOL

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

APA (6th Edition):

Gonzales, V. (2013). Seepage, stability and pollution transport of an upstream tailing dam with COMSOL. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-171864

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):

Gonzales, Valentina. “Seepage, stability and pollution transport of an upstream tailing dam with COMSOL.” 2013. Thesis, KTH. Accessed October 20, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-171864.

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

MLA Handbook (7th Edition):

Gonzales, Valentina. “Seepage, stability and pollution transport of an upstream tailing dam with COMSOL.” 2013. Web. 20 Oct 2020.

Vancouver:

Gonzales V. Seepage, stability and pollution transport of an upstream tailing dam with COMSOL. [Internet] [Thesis]. KTH; 2013. [cited 2020 Oct 20]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-171864.

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

Council of Science Editors:

Gonzales V. Seepage, stability and pollution transport of an upstream tailing dam with COMSOL. [Thesis]. KTH; 2013. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-171864

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

29. Vo, Thi Dong. Modélisation numérique et analytique de la fissuration de séchage des sols argileux : Numerical and analytical modelling of desiccation cracking in clayey soils.

Degree: Docteur es, Géotechnique, 2017, Université Paris-Est

Ce travail a pour objectif d’étudier la fissuration des sols due au séchage par des approches numérique et analytique. L’initiation et la propagation des fissures… (more)

Subjects/Keywords: Fissuration; Retrait; Gonflement; Sols non saturés; Crack; Shrinkage; Swelling; Unsaturated soil

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APA (6th Edition):

Vo, T. D. (2017). Modélisation numérique et analytique de la fissuration de séchage des sols argileux : Numerical and analytical modelling of desiccation cracking in clayey soils. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2017PESC1214

Chicago Manual of Style (16th Edition):

Vo, Thi Dong. “Modélisation numérique et analytique de la fissuration de séchage des sols argileux : Numerical and analytical modelling of desiccation cracking in clayey soils.” 2017. Doctoral Dissertation, Université Paris-Est. Accessed October 20, 2020. http://www.theses.fr/2017PESC1214.

MLA Handbook (7th Edition):

Vo, Thi Dong. “Modélisation numérique et analytique de la fissuration de séchage des sols argileux : Numerical and analytical modelling of desiccation cracking in clayey soils.” 2017. Web. 20 Oct 2020.

Vancouver:

Vo TD. Modélisation numérique et analytique de la fissuration de séchage des sols argileux : Numerical and analytical modelling of desiccation cracking in clayey soils. [Internet] [Doctoral dissertation]. Université Paris-Est; 2017. [cited 2020 Oct 20]. Available from: http://www.theses.fr/2017PESC1214.

Council of Science Editors:

Vo TD. Modélisation numérique et analytique de la fissuration de séchage des sols argileux : Numerical and analytical modelling of desiccation cracking in clayey soils. [Doctoral Dissertation]. Université Paris-Est; 2017. Available from: http://www.theses.fr/2017PESC1214


Delft University of Technology

30. De Visser, J.L. (author). Time - dependent shape functions for FE analysis of unsaturated soil behaviour.

Degree: 2015, Delft University of Technology

Unsaturated groundwater dynamics play a major role in the nalysis of soil-atmosphere interaction, stability of geotechnical structures, and the impact of climate change aspects on… (more)

Subjects/Keywords: Unsaturated Soil; Finite Element Method; Pore Water Pressure; Shape Functions

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

APA (6th Edition):

De Visser, J. L. (. (2015). Time - dependent shape functions for FE analysis of unsaturated soil behaviour. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:69effb70-bd93-4fc2-9541-7422de32fbf5

Chicago Manual of Style (16th Edition):

De Visser, J L (author). “Time - dependent shape functions for FE analysis of unsaturated soil behaviour.” 2015. Masters Thesis, Delft University of Technology. Accessed October 20, 2020. http://resolver.tudelft.nl/uuid:69effb70-bd93-4fc2-9541-7422de32fbf5.

MLA Handbook (7th Edition):

De Visser, J L (author). “Time - dependent shape functions for FE analysis of unsaturated soil behaviour.” 2015. Web. 20 Oct 2020.

Vancouver:

De Visser JL(. Time - dependent shape functions for FE analysis of unsaturated soil behaviour. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Oct 20]. Available from: http://resolver.tudelft.nl/uuid:69effb70-bd93-4fc2-9541-7422de32fbf5.

Council of Science Editors:

De Visser JL(. Time - dependent shape functions for FE analysis of unsaturated soil behaviour. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:69effb70-bd93-4fc2-9541-7422de32fbf5

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