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The Mechanical Behaviour of Reconstituted Marine Clay in Semantan Field

Abd Rashid, Muhamad Noor Ariff (2015) The Mechanical Behaviour of Reconstituted Marine Clay in Semantan Field. IRC, Universiti Teknologi PETRONAS. (Unpublished)

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Abstract

Throughout the years, the positive growth in Malaysia economy has increased the usage of new technology in area consists of marine clay. The condition of the soil which very soft creates complexities in design due to low bearing capacity and high compression behaviour.5 oedometer tests were performed in this project to study the compression curves under one-dimensional loading from shallow to deeper depth of soil sample taken. Result shows that the compression index increased from 0.341 – 0.409 for reconstituted samples as the percentage finer increased, thus the compressibility of soil is mainly controlled by the fines particles. The preconsolidation pressure for two reconstituted samples are 3 kPa. In conclusion, the compression behaviour of reconstituted soil is close related with the basic soil properties and non-structure effect of soil.

Item Type: Final Year Project
Academic Subject : Academic Department - Civil Engineering - Water and environment - Water
Subject: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Engineering > Civil
Depositing User: Ahmad Suhairi Mohamed Lazim
Date Deposited: 18 Nov 2015 08:48
Last Modified: 25 Jan 2017 09:35
URI: http://utpedia.utp.edu.my/id/eprint/16054

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