Development of the asymptotic state concept for soils and its application to slope stability analysis

A new state concept, the so-called asymptotic state, had been proposed based on experimental studies on sand and clay. Further experimental study was carried out on a laboratory compacted residual soil to verify whether the asymptotic state could also be established for residual soils. Compaction, c...

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Bibliographic Details
Main Author:	Chu, Jian.
Other Authors:	School of Civil and Structural Engineering
Format:	Research Report
Published:	2008
Subjects:	DRNTU::Engineering::Civil engineering::Geotechnical
Online Access:	http://hdl.handle.net/10356/7958
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Institution:	Nanyang Technological University

id	sg-ntu-dr.10356-7958
record_format	dspace
spelling	sg-ntu-dr.10356-79582023-03-03T16:45:18Z Development of the asymptotic state concept for soils and its application to slope stability analysis Chu, Jian. School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Geotechnical A new state concept, the so-called asymptotic state, had been proposed based on experimental studies on sand and clay. Further experimental study was carried out on a laboratory compacted residual soil to verify whether the asymptotic state could also be established for residual soils. Compaction, consolidation, triaxial drained, triaxial undrained, stress/strain path, and ring shear tests were conducted to establish the stress-strain behaviour of the tested soil. RP 13/92 2008-09-19T01:02:38Z 2008-09-19T01:02:38Z 1999 1999 Research Report http://hdl.handle.net/10356/7958 Nanyang Technological University application/pdf
institution	Nanyang Technological University
building	NTU Library
continent	Asia
country	Singapore Singapore
content_provider	NTU Library
collection	DR-NTU
topic	DRNTU::Engineering::Civil engineering::Geotechnical
spellingShingle	DRNTU::Engineering::Civil engineering::Geotechnical Chu, Jian. Development of the asymptotic state concept for soils and its application to slope stability analysis
description	A new state concept, the so-called asymptotic state, had been proposed based on experimental studies on sand and clay. Further experimental study was carried out on a laboratory compacted residual soil to verify whether the asymptotic state could also be established for residual soils. Compaction, consolidation, triaxial drained, triaxial undrained, stress/strain path, and ring shear tests were conducted to establish the stress-strain behaviour of the tested soil.
author2	School of Civil and Structural Engineering
author_facet	School of Civil and Structural Engineering Chu, Jian.
format	Research Report
author	Chu, Jian.
author_sort	Chu, Jian.
title	Development of the asymptotic state concept for soils and its application to slope stability analysis
title_short	Development of the asymptotic state concept for soils and its application to slope stability analysis
title_full	Development of the asymptotic state concept for soils and its application to slope stability analysis
title_fullStr	Development of the asymptotic state concept for soils and its application to slope stability analysis
title_full_unstemmed	Development of the asymptotic state concept for soils and its application to slope stability analysis
title_sort	development of the asymptotic state concept for soils and its application to slope stability analysis
publishDate	2008
url	http://hdl.handle.net/10356/7958
_version_	1759855246599782400

Development of the asymptotic state concept for soils and its application to slope stability analysis

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