Prediction of soil anisotropic stress-strain behaviour incorporating shear strength using improvise normalised stress-strain method

Prediction of soil anisotropic stress-strain behaviour incorporating shear strength using improvise normalised stress-strain method

Currently the soil anisotropic stress-strain behaviour can be predicted accurately at any effective stress using the Rotational Multiple Yield Surface Framework. This framework incorporates the developed of mobilised shear strength within the body of the soil mass whenever the soil is subjected to a...

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Published in:International Journal of Integrated Engineering
Main Author: Rahman A.S.A.; Noor M.J.M.; Jais I.B.M.; Ibrahim A.
Format: Article
Language:English
Published: Penerbit UTHM 2018
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046959126&partnerID=40&md5=7a740d2f30dc88653d05bedf89fade75
id 2-s2.0-85046959126
spelling 2-s2.0-85046959126
Rahman A.S.A.; Noor M.J.M.; Jais I.B.M.; Ibrahim A.
Prediction of soil anisotropic stress-strain behaviour incorporating shear strength using improvise normalised stress-strain method
2018
International Journal of Integrated Engineering
10
2

https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046959126&partnerID=40&md5=7a740d2f30dc88653d05bedf89fade75
Currently the soil anisotropic stress-strain behaviour can be predicted accurately at any effective stress using the Rotational Multiple Yield Surface Framework. This framework incorporates the developed of mobilised shear strength within the body of the soil mass whenever the soil is subjected to anisotropic compression. However the accuracy of the framework can be improvised since the failure axial strain is not unique but increases as the effective stress increases. This improved method s call normalised strain method. This method is applied to predict the stress-strain behaviour of granitic residual soil grade V from Kuala Kubu Baharu. The improve accuracy of this method will be presented in comparison with the conventional method. © Penerbit UTHM.
Penerbit UTHM
2229838X
English
Article
author Rahman A.S.A.; Noor M.J.M.; Jais I.B.M.; Ibrahim A.
spellingShingle Rahman A.S.A.; Noor M.J.M.; Jais I.B.M.; Ibrahim A.
Prediction of soil anisotropic stress-strain behaviour incorporating shear strength using improvise normalised stress-strain method
author_facet Rahman A.S.A.; Noor M.J.M.; Jais I.B.M.; Ibrahim A.
author_sort Rahman A.S.A.; Noor M.J.M.; Jais I.B.M.; Ibrahim A.
title Prediction of soil anisotropic stress-strain behaviour incorporating shear strength using improvise normalised stress-strain method
title_short Prediction of soil anisotropic stress-strain behaviour incorporating shear strength using improvise normalised stress-strain method
title_full Prediction of soil anisotropic stress-strain behaviour incorporating shear strength using improvise normalised stress-strain method
title_fullStr Prediction of soil anisotropic stress-strain behaviour incorporating shear strength using improvise normalised stress-strain method
title_full_unstemmed Prediction of soil anisotropic stress-strain behaviour incorporating shear strength using improvise normalised stress-strain method
title_sort Prediction of soil anisotropic stress-strain behaviour incorporating shear strength using improvise normalised stress-strain method
publishDate 2018
container_title International Journal of Integrated Engineering
container_volume 10
container_issue 2
doi_str_mv
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046959126&partnerID=40&md5=7a740d2f30dc88653d05bedf89fade75
description Currently the soil anisotropic stress-strain behaviour can be predicted accurately at any effective stress using the Rotational Multiple Yield Surface Framework. This framework incorporates the developed of mobilised shear strength within the body of the soil mass whenever the soil is subjected to anisotropic compression. However the accuracy of the framework can be improvised since the failure axial strain is not unique but increases as the effective stress increases. This improved method s call normalised strain method. This method is applied to predict the stress-strain behaviour of granitic residual soil grade V from Kuala Kubu Baharu. The improve accuracy of this method will be presented in comparison with the conventional method. © Penerbit UTHM.
publisher Penerbit UTHM
issn 2229838X
language English
format Article
accesstype
record_format scopus
collection Scopus
_version_ 1809677605544132608

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