Effect of hysteresis, infiltration and tensile stress on the strength of an unsaturated soil

Rain-induced landslides normally involve water infiltration into unsaturated soils. Unsaturated soils have high cohesion which implies the presence of tensile stress in the soils. Hysteresis (i.e., wetting and drying) is a common feature of unsaturated soils and it is expected to have some influence...

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Main Author: Han, Khee Kwong.
Other Authors: Harianto Rahardjo
Format: Theses and Dissertations
Language:English
Published: 2009
Subjects:
Online Access:http://hdl.handle.net/10356/20399
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-203992023-03-03T19:33:08Z Effect of hysteresis, infiltration and tensile stress on the strength of an unsaturated soil Han, Khee Kwong. Harianto Rahardjo School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Geotechnical Rain-induced landslides normally involve water infiltration into unsaturated soils. Unsaturated soils have high cohesion which implies the presence of tensile stress in the soils. Hysteresis (i.e., wetting and drying) is a common feature of unsaturated soils and it is expected to have some influence over the strength of the soils. Therefore, this thesis investigates the effect of tensile stress, hysteresis and stress path on the strength of an unsaturated soil. Doctor of Philosophy (CSE) 2009-12-15T00:46:56Z 2009-12-15T00:46:56Z 1997 1997 Thesis http://hdl.handle.net/10356/20399 en 470 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
Han, Khee Kwong.
Effect of hysteresis, infiltration and tensile stress on the strength of an unsaturated soil
description Rain-induced landslides normally involve water infiltration into unsaturated soils. Unsaturated soils have high cohesion which implies the presence of tensile stress in the soils. Hysteresis (i.e., wetting and drying) is a common feature of unsaturated soils and it is expected to have some influence over the strength of the soils. Therefore, this thesis investigates the effect of tensile stress, hysteresis and stress path on the strength of an unsaturated soil.
author2 Harianto Rahardjo
author_facet Harianto Rahardjo
Han, Khee Kwong.
format Theses and Dissertations
author Han, Khee Kwong.
author_sort Han, Khee Kwong.
title Effect of hysteresis, infiltration and tensile stress on the strength of an unsaturated soil
title_short Effect of hysteresis, infiltration and tensile stress on the strength of an unsaturated soil
title_full Effect of hysteresis, infiltration and tensile stress on the strength of an unsaturated soil
title_fullStr Effect of hysteresis, infiltration and tensile stress on the strength of an unsaturated soil
title_full_unstemmed Effect of hysteresis, infiltration and tensile stress on the strength of an unsaturated soil
title_sort effect of hysteresis, infiltration and tensile stress on the strength of an unsaturated soil
publishDate 2009
url http://hdl.handle.net/10356/20399
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