The Study of the Compressibility Characteristics of Soft Soil in Sarawak

The present study investigates the compressibility characteristics of soft soil in Sarawak. To accomplish this study, eight undisturbed soil samples are collected from different location i.e., Desa Senadin (Miri), Kampung Punang (Lawas), Lundu (Kuching), Dan (Mukah), Sungai Miri (Miri) and Upper Lan...

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Main Author: Wong Seak, Yeo
Format: Final Year Project Report / IMRAD
Language:English
Published: Universiti Malaysia Sarawak, UNIMAS 2005
Subjects:
Online Access:http://ir.unimas.my/id/eprint/7470/
http://ir.unimas.my/id/eprint/7470/10/WONG%20SEAK%20YEO.pdf
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author Wong Seak, Yeo
author_facet Wong Seak, Yeo
author_sort Wong Seak, Yeo
building UNIMAS Institutional Repository
collection Online Access
description The present study investigates the compressibility characteristics of soft soil in Sarawak. To accomplish this study, eight undisturbed soil samples are collected from different location i.e., Desa Senadin (Miri), Kampung Punang (Lawas), Lundu (Kuching), Dan (Mukah), Sungai Miri (Miri) and Upper Lanang (Batang Rajang). Different laboratory tests (moisture content, Atterberg limit, specific gravity, grain size analysis, and consolidation) have been conducted on these soil samples. The results reveal that the value of co-efficient of volume change, mv for all the soil samples is gradually decreasing with the increase of higher-pressure ranges but the co-efficient of consolidation, cv for all the samples tested do not follow any specific trend with the increase of pressure. The compression index, Cc values calculated from e-log P graph and formula ( Cc = 0.009 × (wL-10) ) are correlated with the values of plasticity index (PI).
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institution Universiti Malaysia Sarawak
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spelling unimas-74702024-03-11T03:36:40Z http://ir.unimas.my/id/eprint/7470/ The Study of the Compressibility Characteristics of Soft Soil in Sarawak Wong Seak, Yeo GE Environmental Sciences The present study investigates the compressibility characteristics of soft soil in Sarawak. To accomplish this study, eight undisturbed soil samples are collected from different location i.e., Desa Senadin (Miri), Kampung Punang (Lawas), Lundu (Kuching), Dan (Mukah), Sungai Miri (Miri) and Upper Lanang (Batang Rajang). Different laboratory tests (moisture content, Atterberg limit, specific gravity, grain size analysis, and consolidation) have been conducted on these soil samples. The results reveal that the value of co-efficient of volume change, mv for all the soil samples is gradually decreasing with the increase of higher-pressure ranges but the co-efficient of consolidation, cv for all the samples tested do not follow any specific trend with the increase of pressure. The compression index, Cc values calculated from e-log P graph and formula ( Cc = 0.009 × (wL-10) ) are correlated with the values of plasticity index (PI). Universiti Malaysia Sarawak, UNIMAS 2005 Final Year Project Report / IMRAD NonPeerReviewed text en http://ir.unimas.my/id/eprint/7470/10/WONG%20SEAK%20YEO.pdf Wong Seak, Yeo (2005) The Study of the Compressibility Characteristics of Soft Soil in Sarawak. [Final Year Project Report / IMRAD] (Unpublished)
spellingShingle GE Environmental Sciences
Wong Seak, Yeo
The Study of the Compressibility Characteristics of Soft Soil in Sarawak
title The Study of the Compressibility Characteristics of Soft Soil in Sarawak
title_full The Study of the Compressibility Characteristics of Soft Soil in Sarawak
title_fullStr The Study of the Compressibility Characteristics of Soft Soil in Sarawak
title_full_unstemmed The Study of the Compressibility Characteristics of Soft Soil in Sarawak
title_short The Study of the Compressibility Characteristics of Soft Soil in Sarawak
title_sort study of the compressibility characteristics of soft soil in sarawak
topic GE Environmental Sciences
url http://ir.unimas.my/id/eprint/7470/
http://ir.unimas.my/id/eprint/7470/10/WONG%20SEAK%20YEO.pdf