Elasto-plastic constitutive relations and coupled formulations for unsaturated soils

In this study, elasto-plastic constitutive relations for unsaturated soil were proposed. Coupled formulations were also formulated based on the proposed elasto-plastic constitutive relations. The experimental data available in literature and in this study were used to verify the proposed elasto-plas...

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Main Author: Nguyen, Cong Thang
Other Authors: Harianto Rahardjo
Format: Theses and Dissertations
Language:English
Published: 2012
Subjects:
Online Access:https://hdl.handle.net/10356/50611
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-506112023-03-03T19:27:57Z Elasto-plastic constitutive relations and coupled formulations for unsaturated soils Nguyen, Cong Thang Harianto Rahardjo School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical In this study, elasto-plastic constitutive relations for unsaturated soil were proposed. Coupled formulations were also formulated based on the proposed elasto-plastic constitutive relations. The experimental data available in literature and in this study were used to verify the proposed elasto-plastic constitutive relations. Doctor of Philosophy (CEE) 2012-07-27T01:27:27Z 2012-07-27T01:27:27Z 2012 2012 Thesis Nguyen, C. T. (2012). Elasto-plastic constitutive relations and coupled formulations for unsaturated soils. Doctoral thesis, Nanyang Technological University, Singapore. https://hdl.handle.net/10356/50611 10.32657/10356/50611 en 284 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
Nguyen, Cong Thang
Elasto-plastic constitutive relations and coupled formulations for unsaturated soils
description In this study, elasto-plastic constitutive relations for unsaturated soil were proposed. Coupled formulations were also formulated based on the proposed elasto-plastic constitutive relations. The experimental data available in literature and in this study were used to verify the proposed elasto-plastic constitutive relations.
author2 Harianto Rahardjo
author_facet Harianto Rahardjo
Nguyen, Cong Thang
format Theses and Dissertations
author Nguyen, Cong Thang
author_sort Nguyen, Cong Thang
title Elasto-plastic constitutive relations and coupled formulations for unsaturated soils
title_short Elasto-plastic constitutive relations and coupled formulations for unsaturated soils
title_full Elasto-plastic constitutive relations and coupled formulations for unsaturated soils
title_fullStr Elasto-plastic constitutive relations and coupled formulations for unsaturated soils
title_full_unstemmed Elasto-plastic constitutive relations and coupled formulations for unsaturated soils
title_sort elasto-plastic constitutive relations and coupled formulations for unsaturated soils
publishDate 2012
url https://hdl.handle.net/10356/50611
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