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You searched for subject:(Expansive Soils). Showing records 1 – 30 of 33 total matches.

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University of Texas – Austin

1. Armstrong, Christian Philip. Characterization of expansive clay behavior using centrifuge and field evaluations.

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

 Subsequent to the development of a centrifuge-based test methodology at the University of Texas at Austin, an extensive research program was conducted to quantify the… (more)

Subjects/Keywords: Expansive soils; Centrifuge

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APA (6th Edition):

Armstrong, C. P. (2018). Characterization of expansive clay behavior using centrifuge and field evaluations. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/65750

Chicago Manual of Style (16th Edition):

Armstrong, Christian Philip. “Characterization of expansive clay behavior using centrifuge and field evaluations.” 2018. Doctoral Dissertation, University of Texas – Austin. Accessed January 22, 2020. http://hdl.handle.net/2152/65750.

MLA Handbook (7th Edition):

Armstrong, Christian Philip. “Characterization of expansive clay behavior using centrifuge and field evaluations.” 2018. Web. 22 Jan 2020.

Vancouver:

Armstrong CP. Characterization of expansive clay behavior using centrifuge and field evaluations. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2018. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/2152/65750.

Council of Science Editors:

Armstrong CP. Characterization of expansive clay behavior using centrifuge and field evaluations. [Doctoral Dissertation]. University of Texas – Austin; 2018. Available from: http://hdl.handle.net/2152/65750


Texas A&M University

2. Hong, Gyeong Taek. Earth pressures and deformations in civil infrastructure in expansive soils.

Degree: 2008, Texas A&M University

 This dissertation includes the three major parts of the study: volume change, and lateral earth pressure due to suction change in expansive clay soils, and… (more)

Subjects/Keywords: Expansive Soils; Lateral earth pressure

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APA (6th Edition):

Hong, G. T. (2008). Earth pressures and deformations in civil infrastructure in expansive soils. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/85916

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):

Hong, Gyeong Taek. “Earth pressures and deformations in civil infrastructure in expansive soils.” 2008. Thesis, Texas A&M University. Accessed January 22, 2020. http://hdl.handle.net/1969.1/85916.

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

MLA Handbook (7th Edition):

Hong, Gyeong Taek. “Earth pressures and deformations in civil infrastructure in expansive soils.” 2008. Web. 22 Jan 2020.

Vancouver:

Hong GT. Earth pressures and deformations in civil infrastructure in expansive soils. [Internet] [Thesis]. Texas A&M University; 2008. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/1969.1/85916.

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

Council of Science Editors:

Hong GT. Earth pressures and deformations in civil infrastructure in expansive soils. [Thesis]. Texas A&M University; 2008. Available from: http://hdl.handle.net/1969.1/85916

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


Addis Ababa University

3. UBA, BANTAYEHU. THE UNSATURATED SHEARSTRENGTH AND SWELLING CHARACTER ISTICS OF EXPANSIVE SOILS OF ARBAMINCH .

Degree: 2012, Addis Ababa University

 In Ethiopia, so many researches were done on characterizing expansive soils of several towns but only a single study, done on Addis Ababa expansive soil,… (more)

Subjects/Keywords: SHEAR STRENGTH; EXPANSIVE SOILS

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APA (6th Edition):

UBA, B. (2012). THE UNSATURATED SHEARSTRENGTH AND SWELLING CHARACTER ISTICS OF EXPANSIVE SOILS OF ARBAMINCH . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4358

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):

UBA, BANTAYEHU. “THE UNSATURATED SHEARSTRENGTH AND SWELLING CHARACTER ISTICS OF EXPANSIVE SOILS OF ARBAMINCH .” 2012. Thesis, Addis Ababa University. Accessed January 22, 2020. http://etd.aau.edu.et/dspace/handle/123456789/4358.

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

MLA Handbook (7th Edition):

UBA, BANTAYEHU. “THE UNSATURATED SHEARSTRENGTH AND SWELLING CHARACTER ISTICS OF EXPANSIVE SOILS OF ARBAMINCH .” 2012. Web. 22 Jan 2020.

Vancouver:

UBA B. THE UNSATURATED SHEARSTRENGTH AND SWELLING CHARACTER ISTICS OF EXPANSIVE SOILS OF ARBAMINCH . [Internet] [Thesis]. Addis Ababa University; 2012. [cited 2020 Jan 22]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4358.

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

Council of Science Editors:

UBA B. THE UNSATURATED SHEARSTRENGTH AND SWELLING CHARACTER ISTICS OF EXPANSIVE SOILS OF ARBAMINCH . [Thesis]. Addis Ababa University; 2012. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4358

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


Addis Ababa University

4. Yitagess, Ketema. Cost-Benefit Analysis of Replacing versus Stabilizing Expansive Soils in Road Construction (Case study for Gambella-Alwero-Rice-Project) .

Degree: 2013, Addis Ababa University

Expansive soils are soils that have a property of large volumetric changes, both shrinkage and swell, due to variations in their moisture content. Their bearing… (more)

Subjects/Keywords: Cost-Benefit Analysis; Expansive Soils; Road Construction

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APA (6th Edition):

Yitagess, K. (2013). Cost-Benefit Analysis of Replacing versus Stabilizing Expansive Soils in Road Construction (Case study for Gambella-Alwero-Rice-Project) . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/3969

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):

Yitagess, Ketema. “Cost-Benefit Analysis of Replacing versus Stabilizing Expansive Soils in Road Construction (Case study for Gambella-Alwero-Rice-Project) .” 2013. Thesis, Addis Ababa University. Accessed January 22, 2020. http://etd.aau.edu.et/dspace/handle/123456789/3969.

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

MLA Handbook (7th Edition):

Yitagess, Ketema. “Cost-Benefit Analysis of Replacing versus Stabilizing Expansive Soils in Road Construction (Case study for Gambella-Alwero-Rice-Project) .” 2013. Web. 22 Jan 2020.

Vancouver:

Yitagess K. Cost-Benefit Analysis of Replacing versus Stabilizing Expansive Soils in Road Construction (Case study for Gambella-Alwero-Rice-Project) . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2020 Jan 22]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/3969.

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

Council of Science Editors:

Yitagess K. Cost-Benefit Analysis of Replacing versus Stabilizing Expansive Soils in Road Construction (Case study for Gambella-Alwero-Rice-Project) . [Thesis]. Addis Ababa University; 2013. Available from: http://etd.aau.edu.et/dspace/handle/123456789/3969

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

5. Konudula Chinnapa Reddy. Reinforced flexible pavement design over clayey Subgrades; -.

Degree: Engineering, 2013, Andhra University

The development of any country depends on accessibility and interconnectivity to different places through well connected transportation network. Road transportation is the most adaptable mode… (more)

Subjects/Keywords: Civil Engineering; Clay Subgrades; Reinforced flexible pavement design; Expansive Soils

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APA (6th Edition):

Reddy, K. C. (2013). Reinforced flexible pavement design over clayey Subgrades; -. (Thesis). Andhra University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/8702

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

Chicago Manual of Style (16th Edition):

Reddy, Konudula Chinnapa. “Reinforced flexible pavement design over clayey Subgrades; -.” 2013. Thesis, Andhra University. Accessed January 22, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/8702.

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

MLA Handbook (7th Edition):

Reddy, Konudula Chinnapa. “Reinforced flexible pavement design over clayey Subgrades; -.” 2013. Web. 22 Jan 2020.

Vancouver:

Reddy KC. Reinforced flexible pavement design over clayey Subgrades; -. [Internet] [Thesis]. Andhra University; 2013. [cited 2020 Jan 22]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/8702.

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

Council of Science Editors:

Reddy KC. Reinforced flexible pavement design over clayey Subgrades; -. [Thesis]. Andhra University; 2013. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/8702

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


Addis Ababa University

6. NURU, ISMAIL. PREDICTION OF SOIL WATER CHARACTERISTIC CURVE BASED ON GSD AND PI FOR RED CLAY AND EXPANSIVE SOILS FOUND IN ADDIS ABABA .

Degree: 2014, Addis Ababa University

 Many researchers have done researches on unsaturated soil mechanics worldwide to bring the unsaturated soil mechanics in to practices. Among those researches some of them… (more)

Subjects/Keywords: SOIL WATER CHARACTERISTIC; GSD; RED CLAY; EXPANSIVE SOILS

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APA (6th Edition):

NURU, I. (2014). PREDICTION OF SOIL WATER CHARACTERISTIC CURVE BASED ON GSD AND PI FOR RED CLAY AND EXPANSIVE SOILS FOUND IN ADDIS ABABA . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4310

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):

NURU, ISMAIL. “PREDICTION OF SOIL WATER CHARACTERISTIC CURVE BASED ON GSD AND PI FOR RED CLAY AND EXPANSIVE SOILS FOUND IN ADDIS ABABA .” 2014. Thesis, Addis Ababa University. Accessed January 22, 2020. http://etd.aau.edu.et/dspace/handle/123456789/4310.

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

MLA Handbook (7th Edition):

NURU, ISMAIL. “PREDICTION OF SOIL WATER CHARACTERISTIC CURVE BASED ON GSD AND PI FOR RED CLAY AND EXPANSIVE SOILS FOUND IN ADDIS ABABA .” 2014. Web. 22 Jan 2020.

Vancouver:

NURU I. PREDICTION OF SOIL WATER CHARACTERISTIC CURVE BASED ON GSD AND PI FOR RED CLAY AND EXPANSIVE SOILS FOUND IN ADDIS ABABA . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2020 Jan 22]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4310.

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

Council of Science Editors:

NURU I. PREDICTION OF SOIL WATER CHARACTERISTIC CURVE BASED ON GSD AND PI FOR RED CLAY AND EXPANSIVE SOILS FOUND IN ADDIS ABABA . [Thesis]. Addis Ababa University; 2014. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4310

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

7. Armstrong, Christian Philip. Effect of fabric on the swelling of highly plastic clays.

Degree: MSin Engineering, Civil Engineering, 2014, University of Texas – Austin

Expansive soils are extremely problematic in transportation projects, and significant research has been done into examining the effect of moisture content changes and index properties… (more)

Subjects/Keywords: Swelling; Expansive soils

…2.1.2 Environmental Conditions and Expansive Soils ...........................9 2.2 Predictive… …21 2.3.3 Centrifuge Testing of Expansive Soils .......................................21… …Figures Figure 1.1: Expansive Soils in Texas (Olive et al., 1998)… …CHAPTER 1: Introduction 1.1 MOTIVATION Expansive soils are characterized by undergoing… …damages in the billions of dollars (Nelson and Miller 1992). Expansive soils exist… 

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APA (6th Edition):

Armstrong, C. P. (2014). Effect of fabric on the swelling of highly plastic clays. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/25847

Chicago Manual of Style (16th Edition):

Armstrong, Christian Philip. “Effect of fabric on the swelling of highly plastic clays.” 2014. Masters Thesis, University of Texas – Austin. Accessed January 22, 2020. http://hdl.handle.net/2152/25847.

MLA Handbook (7th Edition):

Armstrong, Christian Philip. “Effect of fabric on the swelling of highly plastic clays.” 2014. Web. 22 Jan 2020.

Vancouver:

Armstrong CP. Effect of fabric on the swelling of highly plastic clays. [Internet] [Masters thesis]. University of Texas – Austin; 2014. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/2152/25847.

Council of Science Editors:

Armstrong CP. Effect of fabric on the swelling of highly plastic clays. [Masters Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/25847


Colorado State University

8. Maloney, Timothy D. Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils.

Degree: MS(M.S.), Civil and Environmental Engineering, 2018, Colorado State University

 Each year, damage to infrastructure caused by the uncorrelated hazards of tornadoes and expansive soils is on the order of billions of dollars. The monetary… (more)

Subjects/Keywords: Expansive Soils; Light Wood Frame; Community Resilience; Tornado; Finite Element Modeling

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APA (6th Edition):

Maloney, T. D. (2018). Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/185658

Chicago Manual of Style (16th Edition):

Maloney, Timothy D. “Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils.” 2018. Masters Thesis, Colorado State University. Accessed January 22, 2020. http://hdl.handle.net/10217/185658.

MLA Handbook (7th Edition):

Maloney, Timothy D. “Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils.” 2018. Web. 22 Jan 2020.

Vancouver:

Maloney TD. Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils. [Internet] [Masters thesis]. Colorado State University; 2018. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/10217/185658.

Council of Science Editors:

Maloney TD. Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils. [Masters Thesis]. Colorado State University; 2018. Available from: http://hdl.handle.net/10217/185658


Indian Institute of Science

9. Gangadhara, S. Cyclic Swell-Shrink Behaviour Of Laboratory Compacted Expansive Soils.

Degree: 1997, Indian Institute of Science

Subjects/Keywords: Soil Mechanics; Swelling Soils; Expansive Soils; Desiccated Soils; Desiccated Expansive Soil; Structural Engineering

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APA (6th Edition):

Gangadhara, S. (1997). Cyclic Swell-Shrink Behaviour Of Laboratory Compacted Expansive Soils. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/1808

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):

Gangadhara, S. “Cyclic Swell-Shrink Behaviour Of Laboratory Compacted Expansive Soils.” 1997. Thesis, Indian Institute of Science. Accessed January 22, 2020. http://hdl.handle.net/2005/1808.

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

MLA Handbook (7th Edition):

Gangadhara, S. “Cyclic Swell-Shrink Behaviour Of Laboratory Compacted Expansive Soils.” 1997. Web. 22 Jan 2020.

Vancouver:

Gangadhara S. Cyclic Swell-Shrink Behaviour Of Laboratory Compacted Expansive Soils. [Internet] [Thesis]. Indian Institute of Science; 1997. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/2005/1808.

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

Council of Science Editors:

Gangadhara S. Cyclic Swell-Shrink Behaviour Of Laboratory Compacted Expansive Soils. [Thesis]. Indian Institute of Science; 1997. Available from: http://hdl.handle.net/2005/1808

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


Indian Institute of Science

10. Gangadhara, S. Cyclic Swell-Shrink Behaviour Of Laboratory Compacted Expansive Soils.

Degree: 1997, Indian Institute of Science

Subjects/Keywords: Soil Mechanics; Swelling Soils; Expansive Soils; Desiccated Soils; Desiccated Expansive Soil; Structural Engineering

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APA (6th Edition):

Gangadhara, S. (1997). Cyclic Swell-Shrink Behaviour Of Laboratory Compacted Expansive Soils. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/handle/2005/1808 ; http://etd.ncsi.iisc.ernet.in/abstracts/2343/G14909-Abs.pdf

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):

Gangadhara, S. “Cyclic Swell-Shrink Behaviour Of Laboratory Compacted Expansive Soils.” 1997. Thesis, Indian Institute of Science. Accessed January 22, 2020. http://etd.iisc.ernet.in/handle/2005/1808 ; http://etd.ncsi.iisc.ernet.in/abstracts/2343/G14909-Abs.pdf.

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

MLA Handbook (7th Edition):

Gangadhara, S. “Cyclic Swell-Shrink Behaviour Of Laboratory Compacted Expansive Soils.” 1997. Web. 22 Jan 2020.

Vancouver:

Gangadhara S. Cyclic Swell-Shrink Behaviour Of Laboratory Compacted Expansive Soils. [Internet] [Thesis]. Indian Institute of Science; 1997. [cited 2020 Jan 22]. Available from: http://etd.iisc.ernet.in/handle/2005/1808 ; http://etd.ncsi.iisc.ernet.in/abstracts/2343/G14909-Abs.pdf.

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

Council of Science Editors:

Gangadhara S. Cyclic Swell-Shrink Behaviour Of Laboratory Compacted Expansive Soils. [Thesis]. Indian Institute of Science; 1997. Available from: http://etd.iisc.ernet.in/handle/2005/1808 ; http://etd.ncsi.iisc.ernet.in/abstracts/2343/G14909-Abs.pdf

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


University of Ottawa

11. 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 22, 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. 22 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 22]. 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


Addis Ababa University

12. Musema, Reshid. Stabilization of expansive soils with lime A Case Study on the Adura-Burbey DS6 Road Segment) .

Degree: 2014, Addis Ababa University

Expansive soils occurring in arid and semi-arid climate regions of the world cause serious problems on civil engineering structures. Such soils swell when given an… (more)

Subjects/Keywords: expansive soils with lime; Atterberg limits; Shrinkage limits; California bearing ratio (Soaked CBR) CBR Swell

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APA (6th Edition):

Musema, R. (2014). Stabilization of expansive soils with lime A Case Study on the Adura-Burbey DS6 Road Segment) . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4918

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):

Musema, Reshid. “Stabilization of expansive soils with lime A Case Study on the Adura-Burbey DS6 Road Segment) .” 2014. Thesis, Addis Ababa University. Accessed January 22, 2020. http://etd.aau.edu.et/dspace/handle/123456789/4918.

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

MLA Handbook (7th Edition):

Musema, Reshid. “Stabilization of expansive soils with lime A Case Study on the Adura-Burbey DS6 Road Segment) .” 2014. Web. 22 Jan 2020.

Vancouver:

Musema R. Stabilization of expansive soils with lime A Case Study on the Adura-Burbey DS6 Road Segment) . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2020 Jan 22]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4918.

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

Council of Science Editors:

Musema R. Stabilization of expansive soils with lime A Case Study on the Adura-Burbey DS6 Road Segment) . [Thesis]. Addis Ababa University; 2014. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4918

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


University of Nairobi

13. Kochhar, V K. A study of the swelling characteristics of expansive soils under controlled conditions of lateral and vertical confinement .

Degree: 1967, University of Nairobi

Expansive clays cause considerable damage to structures erected on them. Moisture variations cause these soil6 to expand and shrink, producing differential heaving, detrimental to buildings.… (more)

Subjects/Keywords: swelling; expansive soils; lateral; vertical; confinement

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APA (6th Edition):

Kochhar, V. K. (1967). A study of the swelling characteristics of expansive soils under controlled conditions of lateral and vertical confinement . (Thesis). University of Nairobi. Retrieved from http://hdl.handle.net/11295/96087

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):

Kochhar, V K. “A study of the swelling characteristics of expansive soils under controlled conditions of lateral and vertical confinement .” 1967. Thesis, University of Nairobi. Accessed January 22, 2020. http://hdl.handle.net/11295/96087.

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

MLA Handbook (7th Edition):

Kochhar, V K. “A study of the swelling characteristics of expansive soils under controlled conditions of lateral and vertical confinement .” 1967. Web. 22 Jan 2020.

Vancouver:

Kochhar VK. A study of the swelling characteristics of expansive soils under controlled conditions of lateral and vertical confinement . [Internet] [Thesis]. University of Nairobi; 1967. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/11295/96087.

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

Council of Science Editors:

Kochhar VK. A study of the swelling characteristics of expansive soils under controlled conditions of lateral and vertical confinement . [Thesis]. University of Nairobi; 1967. Available from: http://hdl.handle.net/11295/96087

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


University of Texas – Austin

14. -1991-6882. Use of geotextiles with enhanced lateral drainage in roads over expansive clays.

Degree: MSin Engineering, Civil Engineering, 2015, University of Texas – Austin

Expansive clays are very abundant across the central United States in general and in the state of Texas in particular damages induced by expansive clays… (more)

Subjects/Keywords: Geotextiles; Expansive soils; Cook Mountain; Wicking fibers; Enhanced lateral drainage; Pavement; Longitudinal cracks

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APA (6th Edition):

-1991-6882. (2015). Use of geotextiles with enhanced lateral drainage in roads over expansive clays. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31791

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

-1991-6882. “Use of geotextiles with enhanced lateral drainage in roads over expansive clays.” 2015. Masters Thesis, University of Texas – Austin. Accessed January 22, 2020. http://hdl.handle.net/2152/31791.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

-1991-6882. “Use of geotextiles with enhanced lateral drainage in roads over expansive clays.” 2015. Web. 22 Jan 2020.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-1991-6882. Use of geotextiles with enhanced lateral drainage in roads over expansive clays. [Internet] [Masters thesis]. University of Texas – Austin; 2015. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/2152/31791.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

-1991-6882. Use of geotextiles with enhanced lateral drainage in roads over expansive clays. [Masters Thesis]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/31791

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


Virginia Tech

15. Thomas, Pamela Jo. Quantifying Properties and Variability of Expansive Soils in Selected Map Units.

Degree: PhD, Crop and Soil Environmental Sciences, 1998, Virginia Tech

 A study of 12 expansive soils in four major physiographic provinces in Virginia was initiated to examine and quantify the relationship between shrink-swell potential, shrink-swell… (more)

Subjects/Keywords: expansive soils; shrink-swell; soil variability; mineralogy; soil properties

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APA (6th Edition):

Thomas, P. J. (1998). Quantifying Properties and Variability of Expansive Soils in Selected Map Units. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/30441

Chicago Manual of Style (16th Edition):

Thomas, Pamela Jo. “Quantifying Properties and Variability of Expansive Soils in Selected Map Units.” 1998. Doctoral Dissertation, Virginia Tech. Accessed January 22, 2020. http://hdl.handle.net/10919/30441.

MLA Handbook (7th Edition):

Thomas, Pamela Jo. “Quantifying Properties and Variability of Expansive Soils in Selected Map Units.” 1998. Web. 22 Jan 2020.

Vancouver:

Thomas PJ. Quantifying Properties and Variability of Expansive Soils in Selected Map Units. [Internet] [Doctoral dissertation]. Virginia Tech; 1998. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/10919/30441.

Council of Science Editors:

Thomas PJ. Quantifying Properties and Variability of Expansive Soils in Selected Map Units. [Doctoral Dissertation]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/30441


Kansas State University

16. Burgoon, Justin Eugene. Post-tensioned ribbed mat foundations on highly expansive soils.

Degree: MS, Department of Architectural Engineering and Construction Science, 2007, Kansas State University

 Highly expansive soils can severely damage the foundations which they support. These damages create unnecessary maintenance cost to the owner and can be detrimental to… (more)

Subjects/Keywords: Post-Tensioning; Mat Foundations; Expansive Soils; Engineering, Civil (0543)

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APA (6th Edition):

Burgoon, J. E. (2007). Post-tensioned ribbed mat foundations on highly expansive soils. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/498

Chicago Manual of Style (16th Edition):

Burgoon, Justin Eugene. “Post-tensioned ribbed mat foundations on highly expansive soils.” 2007. Masters Thesis, Kansas State University. Accessed January 22, 2020. http://hdl.handle.net/2097/498.

MLA Handbook (7th Edition):

Burgoon, Justin Eugene. “Post-tensioned ribbed mat foundations on highly expansive soils.” 2007. Web. 22 Jan 2020.

Vancouver:

Burgoon JE. Post-tensioned ribbed mat foundations on highly expansive soils. [Internet] [Masters thesis]. Kansas State University; 2007. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/2097/498.

Council of Science Editors:

Burgoon JE. Post-tensioned ribbed mat foundations on highly expansive soils. [Masters Thesis]. Kansas State University; 2007. Available from: http://hdl.handle.net/2097/498

17. Guo, Jiaying. Framework of Estimation of the Lateral Earth Pressure on Retaining Structures with Expansive and Non-expansive Soils as Backfill Material Considering the Influence of Environmental Factors .

Degree: 2016, University of Ottawa

 Lateral earth pressures (LEP) that arise due to backfill on retaining structures are typically determined by extending the principles of saturated soil mechanics. However, there… (more)

Subjects/Keywords: Expansive soils; Retaining structures; Lateral earth pressure

EXPANSIVE AND NON-EXPANSIVE SOILS........ 108 5.1 Introduction… …expansive soils… …depth of cracks and the corresponding evaporation flow rate in expansive soils............ 117… …in expansive soils… …structures constructed in or with expansive soils for different regions in the world (after… 

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APA (6th Edition):

Guo, J. (2016). Framework of Estimation of the Lateral Earth Pressure on Retaining Structures with Expansive and Non-expansive Soils as Backfill Material Considering the Influence of Environmental Factors . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/34858

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):

Guo, Jiaying. “Framework of Estimation of the Lateral Earth Pressure on Retaining Structures with Expansive and Non-expansive Soils as Backfill Material Considering the Influence of Environmental Factors .” 2016. Thesis, University of Ottawa. Accessed January 22, 2020. http://hdl.handle.net/10393/34858.

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

MLA Handbook (7th Edition):

Guo, Jiaying. “Framework of Estimation of the Lateral Earth Pressure on Retaining Structures with Expansive and Non-expansive Soils as Backfill Material Considering the Influence of Environmental Factors .” 2016. Web. 22 Jan 2020.

Vancouver:

Guo J. Framework of Estimation of the Lateral Earth Pressure on Retaining Structures with Expansive and Non-expansive Soils as Backfill Material Considering the Influence of Environmental Factors . [Internet] [Thesis]. University of Ottawa; 2016. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/10393/34858.

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

Council of Science Editors:

Guo J. Framework of Estimation of the Lateral Earth Pressure on Retaining Structures with Expansive and Non-expansive Soils as Backfill Material Considering the Influence of Environmental Factors . [Thesis]. University of Ottawa; 2016. Available from: http://hdl.handle.net/10393/34858

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


Indian Institute of Science

18. Thyagaraj, T. Influence Of Osmotic Suction On The Swell And Compression Behaviour Of Compacted Expansive Clays.

Degree: 2006, Indian Institute of Science

 Total suction of unsaturated soils is contributed by matric and osmotic suctions. Matric suction arises from capillary actions in the soil structure and varies with… (more)

Subjects/Keywords: Soil Mechanics; Clay Soils - Compactification; Osmosis; Soil Compression; Clays - Swelling Behavior; Saturated Clays; Compacted Clays; Black Cotton Soil; Clays - Osmotic Compression; Osmotic Suction; Expansive Clay; Civil Engineering

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APA (6th Edition):

Thyagaraj, T. (2006). Influence Of Osmotic Suction On The Swell And Compression Behaviour Of Compacted Expansive Clays. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/383

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):

Thyagaraj, T. “Influence Of Osmotic Suction On The Swell And Compression Behaviour Of Compacted Expansive Clays.” 2006. Thesis, Indian Institute of Science. Accessed January 22, 2020. http://hdl.handle.net/2005/383.

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

MLA Handbook (7th Edition):

Thyagaraj, T. “Influence Of Osmotic Suction On The Swell And Compression Behaviour Of Compacted Expansive Clays.” 2006. Web. 22 Jan 2020.

Vancouver:

Thyagaraj T. Influence Of Osmotic Suction On The Swell And Compression Behaviour Of Compacted Expansive Clays. [Internet] [Thesis]. Indian Institute of Science; 2006. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/2005/383.

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

Council of Science Editors:

Thyagaraj T. Influence Of Osmotic Suction On The Swell And Compression Behaviour Of Compacted Expansive Clays. [Thesis]. Indian Institute of Science; 2006. Available from: http://hdl.handle.net/2005/383

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

19. Mansour, Eman M.S. Swell Pressures and Retaining Wall Design in Expansive Soils.

Degree: MS(M.S.), Civil Engineering, 2011, University of Dayton

Expansive soils cause damages to civil engineering structures in various parts of the world, because they swell when absorb water and shrink when they… (more)

Subjects/Keywords: Civil Engineering; Expansive soils; Retaining walls; Swell pressures

…SWELL PRESSURES AND RETAINING WALL DESIGN IN EXPANSIVE SOILS Thesis Submitted to The… …December, 2011 SWELL PRESSURES AND RETAINING WALL DESIGN IN EXPANSIVE SOILS Name: Mansour… …Distinguished Professor ii ABSTRACT SWELL PRESSURES AND RETAINING WALL DESIGN IN EXPANSIVE SOILS… …Name: Mansour, Eman M. S. University of Dayton Advisor: Dr. Ömer Bilgin, P.E Expansive soils… …structures in expansive soils. Therefore, the prediction of the swell pressures and taking them… 

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APA (6th Edition):

Mansour, E. M. S. (2011). Swell Pressures and Retaining Wall Design in Expansive Soils. (Masters Thesis). University of Dayton. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=dayton1323536478

Chicago Manual of Style (16th Edition):

Mansour, Eman M S. “Swell Pressures and Retaining Wall Design in Expansive Soils.” 2011. Masters Thesis, University of Dayton. Accessed January 22, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1323536478.

MLA Handbook (7th Edition):

Mansour, Eman M S. “Swell Pressures and Retaining Wall Design in Expansive Soils.” 2011. Web. 22 Jan 2020.

Vancouver:

Mansour EMS. Swell Pressures and Retaining Wall Design in Expansive Soils. [Internet] [Masters thesis]. University of Dayton; 2011. [cited 2020 Jan 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=dayton1323536478.

Council of Science Editors:

Mansour EMS. Swell Pressures and Retaining Wall Design in Expansive Soils. [Masters Thesis]. University of Dayton; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=dayton1323536478

20. Li, Kai. Modélisation du comportement hydromécanique des sols gonflants basée sur la théorie de l'état limite : Modeling the hydromechanical behavior of swelling soils based on shakedown concept.

Degree: Docteur es, Génie civil, 2015, Université de Strasbourg

Les matériaux argileux sont soumis aux chemins complexes de succion/contrainte qui se manifestent par des désordres affectant principalement les structures construites en surface et les… (more)

Subjects/Keywords: Sols gonflants non saturés; Théorie de l’adaptation; Théorie de l’accommodation; Modélisation par éléments finis; Unsaturated expansive soils; Elastic shakedown; Plastic shakedown; Finite element modeling; 624.15

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APA (6th Edition):

Li, K. (2015). Modélisation du comportement hydromécanique des sols gonflants basée sur la théorie de l'état limite : Modeling the hydromechanical behavior of swelling soils based on shakedown concept. (Doctoral Dissertation). Université de Strasbourg. Retrieved from http://www.theses.fr/2015STRAD004

Chicago Manual of Style (16th Edition):

Li, Kai. “Modélisation du comportement hydromécanique des sols gonflants basée sur la théorie de l'état limite : Modeling the hydromechanical behavior of swelling soils based on shakedown concept.” 2015. Doctoral Dissertation, Université de Strasbourg. Accessed January 22, 2020. http://www.theses.fr/2015STRAD004.

MLA Handbook (7th Edition):

Li, Kai. “Modélisation du comportement hydromécanique des sols gonflants basée sur la théorie de l'état limite : Modeling the hydromechanical behavior of swelling soils based on shakedown concept.” 2015. Web. 22 Jan 2020.

Vancouver:

Li K. Modélisation du comportement hydromécanique des sols gonflants basée sur la théorie de l'état limite : Modeling the hydromechanical behavior of swelling soils based on shakedown concept. [Internet] [Doctoral dissertation]. Université de Strasbourg; 2015. [cited 2020 Jan 22]. Available from: http://www.theses.fr/2015STRAD004.

Council of Science Editors:

Li K. Modélisation du comportement hydromécanique des sols gonflants basée sur la théorie de l'état limite : Modeling the hydromechanical behavior of swelling soils based on shakedown concept. [Doctoral Dissertation]. Université de Strasbourg; 2015. Available from: http://www.theses.fr/2015STRAD004


Boise State University

21. Tamim, Mir Md. Evaluating the Effectiveness of a Hybrid Geosynthetic Reinforcement System to Mitigate Differential Heave on Flexible Pavement due to Expansive Subgrades.

Degree: 2017, Boise State University

 Transportation industries encounter substantial challenges with respect to ride quality and serviceability when they deal with expansive soils underneath roadway structures. These soils exhibit swell-shrink… (more)

Subjects/Keywords: expansive soils; swelling; flexible pavement; hybrid geosynthetic reinforcement system; large-scale box test; finite element method; Civil Engineering; Geotechnical Engineering; Transportation Engineering

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APA (6th Edition):

Tamim, M. M. (2017). Evaluating the Effectiveness of a Hybrid Geosynthetic Reinforcement System to Mitigate Differential Heave on Flexible Pavement due to Expansive Subgrades. (Thesis). Boise State University. Retrieved from https://scholarworks.boisestate.edu/td/1367

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):

Tamim, Mir Md. “Evaluating the Effectiveness of a Hybrid Geosynthetic Reinforcement System to Mitigate Differential Heave on Flexible Pavement due to Expansive Subgrades.” 2017. Thesis, Boise State University. Accessed January 22, 2020. https://scholarworks.boisestate.edu/td/1367.

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

MLA Handbook (7th Edition):

Tamim, Mir Md. “Evaluating the Effectiveness of a Hybrid Geosynthetic Reinforcement System to Mitigate Differential Heave on Flexible Pavement due to Expansive Subgrades.” 2017. Web. 22 Jan 2020.

Vancouver:

Tamim MM. Evaluating the Effectiveness of a Hybrid Geosynthetic Reinforcement System to Mitigate Differential Heave on Flexible Pavement due to Expansive Subgrades. [Internet] [Thesis]. Boise State University; 2017. [cited 2020 Jan 22]. Available from: https://scholarworks.boisestate.edu/td/1367.

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

Council of Science Editors:

Tamim MM. Evaluating the Effectiveness of a Hybrid Geosynthetic Reinforcement System to Mitigate Differential Heave on Flexible Pavement due to Expansive Subgrades. [Thesis]. Boise State University; 2017. Available from: https://scholarworks.boisestate.edu/td/1367

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


Arizona State University

22. Vann, Jeffry David. A Soil Suction-Oedometer Method and Design Soil Suction Profile Recommendations for Estimation of Volume Change of Expansive Soils.

Degree: Civil, Environmental and Sustainable Engineering, 2019, Arizona State University

Subjects/Keywords: Geotechnology; Expansive Soils; Soil Suction; Suction Envelop; Suction-Oedometer; Suction Profile; TMI

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APA (6th Edition):

Vann, J. D. (2019). A Soil Suction-Oedometer Method and Design Soil Suction Profile Recommendations for Estimation of Volume Change of Expansive Soils. (Doctoral Dissertation). Arizona State University. Retrieved from http://repository.asu.edu/items/53773

Chicago Manual of Style (16th Edition):

Vann, Jeffry David. “A Soil Suction-Oedometer Method and Design Soil Suction Profile Recommendations for Estimation of Volume Change of Expansive Soils.” 2019. Doctoral Dissertation, Arizona State University. Accessed January 22, 2020. http://repository.asu.edu/items/53773.

MLA Handbook (7th Edition):

Vann, Jeffry David. “A Soil Suction-Oedometer Method and Design Soil Suction Profile Recommendations for Estimation of Volume Change of Expansive Soils.” 2019. Web. 22 Jan 2020.

Vancouver:

Vann JD. A Soil Suction-Oedometer Method and Design Soil Suction Profile Recommendations for Estimation of Volume Change of Expansive Soils. [Internet] [Doctoral dissertation]. Arizona State University; 2019. [cited 2020 Jan 22]. Available from: http://repository.asu.edu/items/53773.

Council of Science Editors:

Vann JD. A Soil Suction-Oedometer Method and Design Soil Suction Profile Recommendations for Estimation of Volume Change of Expansive Soils. [Doctoral Dissertation]. Arizona State University; 2019. Available from: http://repository.asu.edu/items/53773


Indian Institute of Science

23. Tripathy, Snehasis. Behaviour Of Compacted Expansive Soils Under Swell-Shrink Cycles.

Degree: 1999, Indian Institute of Science

Subjects/Keywords: Swelling Soils - Behaviour; Soil Mechanics; Expansive Soils; Swell-Shrink Cycles; Swell-Shrink Behaviour; Cyclic Swelling; Soil Mechanics

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APA (6th Edition):

Tripathy, S. (1999). Behaviour Of Compacted Expansive Soils Under Swell-Shrink Cycles. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/1605

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):

Tripathy, Snehasis. “Behaviour Of Compacted Expansive Soils Under Swell-Shrink Cycles.” 1999. Thesis, Indian Institute of Science. Accessed January 22, 2020. http://hdl.handle.net/2005/1605.

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

MLA Handbook (7th Edition):

Tripathy, Snehasis. “Behaviour Of Compacted Expansive Soils Under Swell-Shrink Cycles.” 1999. Web. 22 Jan 2020.

Vancouver:

Tripathy S. Behaviour Of Compacted Expansive Soils Under Swell-Shrink Cycles. [Internet] [Thesis]. Indian Institute of Science; 1999. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/2005/1605.

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

Council of Science Editors:

Tripathy S. Behaviour Of Compacted Expansive Soils Under Swell-Shrink Cycles. [Thesis]. Indian Institute of Science; 1999. Available from: http://hdl.handle.net/2005/1605

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


Indian Institute of Science

24. Tripathy, Snehasis. Behaviour Of Compacted Expansive Soils Under Swell-Shrink Cycles.

Degree: 1999, Indian Institute of Science

Subjects/Keywords: Swelling Soils - Behaviour; Soil Mechanics; Expansive Soils; Swell-Shrink Cycles; Swell-Shrink Behaviour; Cyclic Swelling; Soil Mechanics

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APA (6th Edition):

Tripathy, S. (1999). Behaviour Of Compacted Expansive Soils Under Swell-Shrink Cycles. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/handle/2005/1605 ; http://etd.ncsi.iisc.ernet.in/abstracts/2064/G15714-Abs.pdf

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):

Tripathy, Snehasis. “Behaviour Of Compacted Expansive Soils Under Swell-Shrink Cycles.” 1999. Thesis, Indian Institute of Science. Accessed January 22, 2020. http://etd.iisc.ernet.in/handle/2005/1605 ; http://etd.ncsi.iisc.ernet.in/abstracts/2064/G15714-Abs.pdf.

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

MLA Handbook (7th Edition):

Tripathy, Snehasis. “Behaviour Of Compacted Expansive Soils Under Swell-Shrink Cycles.” 1999. Web. 22 Jan 2020.

Vancouver:

Tripathy S. Behaviour Of Compacted Expansive Soils Under Swell-Shrink Cycles. [Internet] [Thesis]. Indian Institute of Science; 1999. [cited 2020 Jan 22]. Available from: http://etd.iisc.ernet.in/handle/2005/1605 ; http://etd.ncsi.iisc.ernet.in/abstracts/2064/G15714-Abs.pdf.

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

Council of Science Editors:

Tripathy S. Behaviour Of Compacted Expansive Soils Under Swell-Shrink Cycles. [Thesis]. Indian Institute of Science; 1999. Available from: http://etd.iisc.ernet.in/handle/2005/1605 ; http://etd.ncsi.iisc.ernet.in/abstracts/2064/G15714-Abs.pdf

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

25. Assadollahi Tejaragh, Hossein. L’impact des événements climatiques et de la sécheresse sur le phénomène du retrait gonflement des argiles en interaction avec les constructions : The impact of climatic events and drought on the shrinkage and swelling phenomenon of clayey soils interacting with constructions.

Degree: Docteur es, Génie civil et environnemental, 2019, Université de Strasbourg

 Le changement climatique et les événements climatiques sévères tels que les périodes de sécheresse/humidification prolongées sont à l'origine du phénomène de retrait-gonflement dans les sols… (more)

Subjects/Keywords: Sécheresse; Retrait-gonflement des sols argileux; Interactions sol-végétation-atmosphère; Changement climatique; Succion; Sols gonflants non saturés; Modélisation géotechnique; Instrumentation géotechnique; Drought; Shrinkage-Swelling of clayey soils; Soil-Vegetation-Atmosphere interactions; Climate change; Suction; Unsaturated expansive soils; Geotechnical modelling; Geotechnical monitoring; 624; 551.3

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APA (6th Edition):

Assadollahi Tejaragh, H. (2019). L’impact des événements climatiques et de la sécheresse sur le phénomène du retrait gonflement des argiles en interaction avec les constructions : The impact of climatic events and drought on the shrinkage and swelling phenomenon of clayey soils interacting with constructions. (Doctoral Dissertation). Université de Strasbourg. Retrieved from http://www.theses.fr/2019STRAD011

Chicago Manual of Style (16th Edition):

Assadollahi Tejaragh, Hossein. “L’impact des événements climatiques et de la sécheresse sur le phénomène du retrait gonflement des argiles en interaction avec les constructions : The impact of climatic events and drought on the shrinkage and swelling phenomenon of clayey soils interacting with constructions.” 2019. Doctoral Dissertation, Université de Strasbourg. Accessed January 22, 2020. http://www.theses.fr/2019STRAD011.

MLA Handbook (7th Edition):

Assadollahi Tejaragh, Hossein. “L’impact des événements climatiques et de la sécheresse sur le phénomène du retrait gonflement des argiles en interaction avec les constructions : The impact of climatic events and drought on the shrinkage and swelling phenomenon of clayey soils interacting with constructions.” 2019. Web. 22 Jan 2020.

Vancouver:

Assadollahi Tejaragh H. L’impact des événements climatiques et de la sécheresse sur le phénomène du retrait gonflement des argiles en interaction avec les constructions : The impact of climatic events and drought on the shrinkage and swelling phenomenon of clayey soils interacting with constructions. [Internet] [Doctoral dissertation]. Université de Strasbourg; 2019. [cited 2020 Jan 22]. Available from: http://www.theses.fr/2019STRAD011.

Council of Science Editors:

Assadollahi Tejaragh H. L’impact des événements climatiques et de la sécheresse sur le phénomène du retrait gonflement des argiles en interaction avec les constructions : The impact of climatic events and drought on the shrinkage and swelling phenomenon of clayey soils interacting with constructions. [Doctoral Dissertation]. Université de Strasbourg; 2019. Available from: http://www.theses.fr/2019STRAD011


Texas A&M University

26. Zhang, Xiong. Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils.

Degree: 2005, Texas A&M University

 The coupled and uncoupled consolidation theories for saturated-unsaturated soils have been discussed. A new method for constructing the constitutive surfaces for saturated-unsaturated soils has been… (more)

Subjects/Keywords: consolidation; Unsaturated Soils; Numerical Simulation; Residential Buildings; Expansive Soils; constitutive surfaces; thermodynamic analogue; collapsible soils; Mandel-Cryer effect; boundary conditions; soil-structure interaction; shell elements; smeared model

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

APA (6th Edition):

Zhang, X. (2005). Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/2747

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):

Zhang, Xiong. “Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils.” 2005. Thesis, Texas A&M University. Accessed January 22, 2020. http://hdl.handle.net/1969.1/2747.

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

MLA Handbook (7th Edition):

Zhang, Xiong. “Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils.” 2005. Web. 22 Jan 2020.

Vancouver:

Zhang X. Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils. [Internet] [Thesis]. Texas A&M University; 2005. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/1969.1/2747.

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

Council of Science Editors:

Zhang X. Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils. [Thesis]. Texas A&M University; 2005. Available from: http://hdl.handle.net/1969.1/2747

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

27. Rosenbalm, Daniel Curtis. Volume Change Behavior of Expansive Soils due to Wetting and Drying Cycles.

Degree: PhD, Civil and Environmental Engineering, 2013, Arizona State University

 In a laboratory setting, the soil volume change behavior is best represented by using various testing standards on undisturbed or remolded samples. Whenever possible, it… (more)

Subjects/Keywords: Civil engineering; Geotechnology; cyclic wetting/drying; expansive soils; full wetting and full drying; remolded expansive soils; volume change; wetting and drying cycles

…41 2.6 Factors that Affect Swell Potential of Expansive Soils… …161 CHAPTER Page ix CHAPTER Page 7 LABORATORY RESULTS OF EXPANSIVE SOILS SUBJECTED TO… …275 10.2.5 Expansive Soils Database… …soils. ....................................................2 1.2: Expansive soils distribution… …53 2.15: Idealized SSCC for expansive soils (Hanafy 1991)… 

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

APA (6th Edition):

Rosenbalm, D. C. (2013). Volume Change Behavior of Expansive Soils due to Wetting and Drying Cycles. (Doctoral Dissertation). Arizona State University. Retrieved from http://repository.asu.edu/items/18777

Chicago Manual of Style (16th Edition):

Rosenbalm, Daniel Curtis. “Volume Change Behavior of Expansive Soils due to Wetting and Drying Cycles.” 2013. Doctoral Dissertation, Arizona State University. Accessed January 22, 2020. http://repository.asu.edu/items/18777.

MLA Handbook (7th Edition):

Rosenbalm, Daniel Curtis. “Volume Change Behavior of Expansive Soils due to Wetting and Drying Cycles.” 2013. Web. 22 Jan 2020.

Vancouver:

Rosenbalm DC. Volume Change Behavior of Expansive Soils due to Wetting and Drying Cycles. [Internet] [Doctoral dissertation]. Arizona State University; 2013. [cited 2020 Jan 22]. Available from: http://repository.asu.edu/items/18777.

Council of Science Editors:

Rosenbalm DC. Volume Change Behavior of Expansive Soils due to Wetting and Drying Cycles. [Doctoral Dissertation]. Arizona State University; 2013. Available from: http://repository.asu.edu/items/18777


Indian Institute of Science

28. Muttharam, M. Engineering Behaviour Of Ash-Modified Soils Of Karnataka.

Degree: 2000, Indian Institute of Science

 During a survey of black cotton soil zones of Karnataka, indigenously stabilized black cotton soil deposits were encountered in Belgaum, Bijapur, Bagalkot and Gadag Districts… (more)

Subjects/Keywords: Structural Engineering; Soil - Engineering Behavior; Soil - Stabilisation; Stabilizes Soils; Soil - Swell/Collapse Behavior; Ash-Modified Soils (AMS); Black Cotton Soils (BCS); Expansive Soils; Swell-shrink Potential; Unsatured Soils; Wodd=ash

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

APA (6th Edition):

Muttharam, M. (2000). Engineering Behaviour Of Ash-Modified Soils Of Karnataka. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/256

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):

Muttharam, M. “Engineering Behaviour Of Ash-Modified Soils Of Karnataka.” 2000. Thesis, Indian Institute of Science. Accessed January 22, 2020. http://hdl.handle.net/2005/256.

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

MLA Handbook (7th Edition):

Muttharam, M. “Engineering Behaviour Of Ash-Modified Soils Of Karnataka.” 2000. Web. 22 Jan 2020.

Vancouver:

Muttharam M. Engineering Behaviour Of Ash-Modified Soils Of Karnataka. [Internet] [Thesis]. Indian Institute of Science; 2000. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/2005/256.

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

Council of Science Editors:

Muttharam M. Engineering Behaviour Of Ash-Modified Soils Of Karnataka. [Thesis]. Indian Institute of Science; 2000. Available from: http://hdl.handle.net/2005/256

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


Addis Ababa University

29. Hailu, Tadesse. Evaluation Of Suitability Of Expensive Evaluation Of Suitability Of Expensive Study Of Tulu Bolo Town, Central Ethiopia .

Degree: 2007, Addis Ababa University

Expansive soils in many parts of Ethiopia pose significant damages to foundation for light buildings including the study area, Tulu bolo town. Therefore, identification of… (more)

Subjects/Keywords: Expansive Soils; Buildings’ Foundation; Cracks of buildings; Atterberg; limits; Soil Consolidation and Tulu Bolo

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

APA (6th Edition):

Hailu, T. (2007). Evaluation Of Suitability Of Expensive Evaluation Of Suitability Of Expensive Study Of Tulu Bolo Town, Central Ethiopia . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/930

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):

Hailu, Tadesse. “Evaluation Of Suitability Of Expensive Evaluation Of Suitability Of Expensive Study Of Tulu Bolo Town, Central Ethiopia .” 2007. Thesis, Addis Ababa University. Accessed January 22, 2020. http://etd.aau.edu.et/dspace/handle/123456789/930.

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

MLA Handbook (7th Edition):

Hailu, Tadesse. “Evaluation Of Suitability Of Expensive Evaluation Of Suitability Of Expensive Study Of Tulu Bolo Town, Central Ethiopia .” 2007. Web. 22 Jan 2020.

Vancouver:

Hailu T. Evaluation Of Suitability Of Expensive Evaluation Of Suitability Of Expensive Study Of Tulu Bolo Town, Central Ethiopia . [Internet] [Thesis]. Addis Ababa University; 2007. [cited 2020 Jan 22]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/930.

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

Council of Science Editors:

Hailu T. Evaluation Of Suitability Of Expensive Evaluation Of Suitability Of Expensive Study Of Tulu Bolo Town, Central Ethiopia . [Thesis]. Addis Ababa University; 2007. Available from: http://etd.aau.edu.et/dspace/handle/123456789/930

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


Indian Institute of Science

30. Venkata Swamy, B. Stabilisation Of Black Cotton Soil By Lime Piles.

Degree: 2000, Indian Institute of Science

 Modification of black cotton soils by chemical admixtures is a common method for stabilizing the swell-shrink tendency of expansive soils. Advantages of chemical stabilization are… (more)

Subjects/Keywords: Structural Engineering; Soil - Stabilization; Black Cotton Soil (BCS); Expansive Soils; Lime Stabilization; Shallow Stabilization; Lime-soil Interaction; Lime Pile Technique; Stabilised Soils; Lime Piles; Lime Mixing Method

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

APA (6th Edition):

Venkata Swamy, B. (2000). Stabilisation Of Black Cotton Soil By Lime Piles. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/219

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):

Venkata Swamy, B. “Stabilisation Of Black Cotton Soil By Lime Piles.” 2000. Thesis, Indian Institute of Science. Accessed January 22, 2020. http://hdl.handle.net/2005/219.

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

MLA Handbook (7th Edition):

Venkata Swamy, B. “Stabilisation Of Black Cotton Soil By Lime Piles.” 2000. Web. 22 Jan 2020.

Vancouver:

Venkata Swamy B. Stabilisation Of Black Cotton Soil By Lime Piles. [Internet] [Thesis]. Indian Institute of Science; 2000. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/2005/219.

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

Council of Science Editors:

Venkata Swamy B. Stabilisation Of Black Cotton Soil By Lime Piles. [Thesis]. Indian Institute of Science; 2000. Available from: http://hdl.handle.net/2005/219

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

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