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Prediction of soil settlement based on constant plastic index method

The development of Constant Plastic Index (CPI) method is an approach model based on the theory of consolidation. The objective behind the development CPI method is to predicts critical state settlement whereby CPI is to achieved secondary settlement and reduced time of consolidation. The developmen...

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Main Authors: Halim, A., Sulam, M.B.
Format: Article
Published: GEOMATE International Society 2016
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-84959569884&partnerID=40&md5=3ab1fde8f96eb6ec8919bf794842049c
http://eprints.utp.edu.my/25542/
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spelling my.utp.eprints.255422021-08-27T09:58:32Z Prediction of soil settlement based on constant plastic index method Halim, A. Sulam, M.B. The development of Constant Plastic Index (CPI) method is an approach model based on the theory of consolidation. The objective behind the development CPI method is to predicts critical state settlement whereby CPI is to achieved secondary settlement and reduced time of consolidation. The development CPI has been derived base on the ultimate soil settlement where soils are classified accordingly using initial void ratio, final void ratio and thickness of soil layers. The linear and non linear soil was developed by the relationship between an exponential stress - void ratio and the parabolic permeability - void ratio. The external forces is normally consolidated soil layers and develop Stratum index factor (SIF) and Void ratio function(VRF) which is composed of such a soil varies non- linearly in deposition. Development of CPI will used to predicts critical state settlement, using Eurelian method By combination of these elements, the Potential Instability of settlement was develop and integrate CS- Rating makes concerted effort to produce CS- statement guidelines and better design strategy for geo -mechanics engineer to involve in soil development settlement analysis. Finally, modification of CPI method can be determine soil settlement by using CS- Rating. © 2016, Int. J. of GEOMATE. GEOMATE International Society 2016 Article NonPeerReviewed https://www.scopus.com/inward/record.uri?eid=2-s2.0-84959569884&partnerID=40&md5=3ab1fde8f96eb6ec8919bf794842049c Halim, A. and Sulam, M.B. (2016) Prediction of soil settlement based on constant plastic index method. International Journal of GEOMATE, 11 (5). pp. 2717-2722. http://eprints.utp.edu.my/25542/
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Institutional Repository
url_provider http://eprints.utp.edu.my/
description The development of Constant Plastic Index (CPI) method is an approach model based on the theory of consolidation. The objective behind the development CPI method is to predicts critical state settlement whereby CPI is to achieved secondary settlement and reduced time of consolidation. The development CPI has been derived base on the ultimate soil settlement where soils are classified accordingly using initial void ratio, final void ratio and thickness of soil layers. The linear and non linear soil was developed by the relationship between an exponential stress - void ratio and the parabolic permeability - void ratio. The external forces is normally consolidated soil layers and develop Stratum index factor (SIF) and Void ratio function(VRF) which is composed of such a soil varies non- linearly in deposition. Development of CPI will used to predicts critical state settlement, using Eurelian method By combination of these elements, the Potential Instability of settlement was develop and integrate CS- Rating makes concerted effort to produce CS- statement guidelines and better design strategy for geo -mechanics engineer to involve in soil development settlement analysis. Finally, modification of CPI method can be determine soil settlement by using CS- Rating. © 2016, Int. J. of GEOMATE.
format Article
author Halim, A.
Sulam, M.B.
spellingShingle Halim, A.
Sulam, M.B.
Prediction of soil settlement based on constant plastic index method
author_facet Halim, A.
Sulam, M.B.
author_sort Halim, A.
title Prediction of soil settlement based on constant plastic index method
title_short Prediction of soil settlement based on constant plastic index method
title_full Prediction of soil settlement based on constant plastic index method
title_fullStr Prediction of soil settlement based on constant plastic index method
title_full_unstemmed Prediction of soil settlement based on constant plastic index method
title_sort prediction of soil settlement based on constant plastic index method
publisher GEOMATE International Society
publishDate 2016
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-84959569884&partnerID=40&md5=3ab1fde8f96eb6ec8919bf794842049c
http://eprints.utp.edu.my/25542/
_version_ 1738656744825946112
score 13.211869

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