Shear strength and volume change relationship for an unsaturated soil

An elasto-plastic model for unsaturated soil with the incorporation of soil-water characteristic curve (SWCC) was proposed in this study. The proposed model was verified with experimental data. Reasonably good agreements between the analytical simulations based on the proposed elasto-plastic model w...

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Main Author: Trinh Minh Thu
Other Authors: Harianto Rahardjo
Format: Theses and Dissertations
Language:English
Published: 2008
Subjects:
Online Access:https://hdl.handle.net/10356/12084
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-120842023-03-03T19:15:32Z Shear strength and volume change relationship for an unsaturated soil Trinh Minh Thu Harianto Rahardjo School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical An elasto-plastic model for unsaturated soil with the incorporation of soil-water characteristic curve (SWCC) was proposed in this study. The proposed model was verified with experimental data. Reasonably good agreements between the analytical simulations based on the proposed elasto-plastic model with the incorporation of SWCC were obtained in this study. Doctor of Philosophy (CEE) 2008-09-25T06:36:39Z 2008-09-25T06:36:39Z 2006 2006 Thesis Trinh Minh Thu. (2006). Shear strength and volume change relationship for an unsaturated soil. Doctoral thesis, Nanyang Technological University, Singapore. https://hdl.handle.net/10356/12084 10.32657/10356/12084 en Nanyang Technological University 370 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Geotechnical
spellingShingle DRNTU::Engineering::Civil engineering::Geotechnical
Trinh Minh Thu
Shear strength and volume change relationship for an unsaturated soil
description An elasto-plastic model for unsaturated soil with the incorporation of soil-water characteristic curve (SWCC) was proposed in this study. The proposed model was verified with experimental data. Reasonably good agreements between the analytical simulations based on the proposed elasto-plastic model with the incorporation of SWCC were obtained in this study.
author2 Harianto Rahardjo
author_facet Harianto Rahardjo
Trinh Minh Thu
format Theses and Dissertations
author Trinh Minh Thu
author_sort Trinh Minh Thu
title Shear strength and volume change relationship for an unsaturated soil
title_short Shear strength and volume change relationship for an unsaturated soil
title_full Shear strength and volume change relationship for an unsaturated soil
title_fullStr Shear strength and volume change relationship for an unsaturated soil
title_full_unstemmed Shear strength and volume change relationship for an unsaturated soil
title_sort shear strength and volume change relationship for an unsaturated soil
publishDate 2008
url https://hdl.handle.net/10356/12084
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