Numerical analysis of subgrade stabilization in soft soil

Soft soil also well known in geotechnical properties where low bearing capacity, high water content, high compressibility, structural instability, lateral pressures, differential settlement and long term settlement. In situ subgrade often not provided the support required to achieve acceptable perfo...

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Main Author: Engku Ab. Rahman, Engku Shahrulerizal
Format: Thesis
Language:English
Published: 2014
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Online Access:http://eprints.utm.my/id/eprint/80964/1/EmeliaSariPFKM2017.pdf
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spelling my-utm-ep.809642019-07-24T00:13:28Z Numerical analysis of subgrade stabilization in soft soil 2014-12 Engku Ab. Rahman, Engku Shahrulerizal TA Engineering (General). Civil engineering (General) Soft soil also well known in geotechnical properties where low bearing capacity, high water content, high compressibility, structural instability, lateral pressures, differential settlement and long term settlement. In situ subgrade often not provided the support required to achieve acceptable performance under traffic loading and environmental demand. Previous similar projects are importance to determine the suitable soil improvement method in relation to project. In this study, software application approach by PLAXIS 2D in order to evaluate the behaviour of the subgrade stabilization using an actual field data form Subsurface Investigation (S.I) work report and PLAXIS 2D Manual. The effectiveness of PLAXIS finite element to predict the settlement of soft soil base on different type stabilization are successfully performed related to this matter. 2014-12 Thesis http://eprints.utm.my/id/eprint/80964/ http://eprints.utm.my/id/eprint/80964/1/EmeliaSariPFKM2017.pdf application/pdf en public http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:120340 masters Universiti Teknologi Malaysia, Faculty of Engineering - School of Civil Engineering Faculty of Engineering - School of Civil Engineering
institution Universiti Teknologi Malaysia
collection UTM Institutional Repository
language English
topic TA Engineering (General)
Civil engineering (General)
spellingShingle TA Engineering (General)
Civil engineering (General)
Engku Ab. Rahman, Engku Shahrulerizal
Numerical analysis of subgrade stabilization in soft soil
description Soft soil also well known in geotechnical properties where low bearing capacity, high water content, high compressibility, structural instability, lateral pressures, differential settlement and long term settlement. In situ subgrade often not provided the support required to achieve acceptable performance under traffic loading and environmental demand. Previous similar projects are importance to determine the suitable soil improvement method in relation to project. In this study, software application approach by PLAXIS 2D in order to evaluate the behaviour of the subgrade stabilization using an actual field data form Subsurface Investigation (S.I) work report and PLAXIS 2D Manual. The effectiveness of PLAXIS finite element to predict the settlement of soft soil base on different type stabilization are successfully performed related to this matter.
format Thesis
qualification_level Master's degree
author Engku Ab. Rahman, Engku Shahrulerizal
author_facet Engku Ab. Rahman, Engku Shahrulerizal
author_sort Engku Ab. Rahman, Engku Shahrulerizal
title Numerical analysis of subgrade stabilization in soft soil
title_short Numerical analysis of subgrade stabilization in soft soil
title_full Numerical analysis of subgrade stabilization in soft soil
title_fullStr Numerical analysis of subgrade stabilization in soft soil
title_full_unstemmed Numerical analysis of subgrade stabilization in soft soil
title_sort numerical analysis of subgrade stabilization in soft soil
granting_institution Universiti Teknologi Malaysia, Faculty of Engineering - School of Civil Engineering
granting_department Faculty of Engineering - School of Civil Engineering
publishDate 2014
url http://eprints.utm.my/id/eprint/80964/1/EmeliaSariPFKM2017.pdf
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