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Volume change behaviour of compacted residual clay / Mohd Yusri Salim

A study on the volume change behaviour on compacted clay was made oh disturbed sample. Soil samples were taken from site and were tested in soil laboratory .The type of test conducted were particle size analysis, atterberg limit test, Compaction test and lastly triaxial compression test. A series of...

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Main Author: Salim, Mohd Yusri
Format: Thesis
Language:English
Published: 1997
Online Access:https://ir.uitm.edu.my/id/eprint/101181/1/101181.pdf
https://ir.uitm.edu.my/id/eprint/101181/
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spelling my.uitm.ir.1011812024-08-30T15:19:15Z https://ir.uitm.edu.my/id/eprint/101181/ Volume change behaviour of compacted residual clay / Mohd Yusri Salim Salim, Mohd Yusri A study on the volume change behaviour on compacted clay was made oh disturbed sample. Soil samples were taken from site and were tested in soil laboratory .The type of test conducted were particle size analysis, atterberg limit test, Compaction test and lastly triaxial compression test. A series of test were performed in accordance with British Standard 1377 : 1975 method of test for soils for Civil Engineering purpose. The soil sample can be classification as CLAY silt high plasticity. Cell pressure applied to the specimens was estimated between lOOkPa to 600kPa. Base on the data gathering true testing carried out in laboratory, nevertheless, finding of this study are able to reflect to the relationships between cell pressure duration and volume change. 1997 Thesis NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/101181/1/101181.pdf Volume change behaviour of compacted residual clay / Mohd Yusri Salim. (1997) Degree thesis, thesis, Universiti Teknologi MARA (UiTM). <http://terminalib.uitm.edu.my/101181.pdf>
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
description A study on the volume change behaviour on compacted clay was made oh disturbed sample. Soil samples were taken from site and were tested in soil laboratory .The type of test conducted were particle size analysis, atterberg limit test, Compaction test and lastly triaxial compression test. A series of test were performed in accordance with British Standard 1377 : 1975 method of test for soils for Civil Engineering purpose. The soil sample can be classification as CLAY silt high plasticity. Cell pressure applied to the specimens was estimated between lOOkPa to 600kPa. Base on the data gathering true testing carried out in laboratory, nevertheless, finding of this study are able to reflect to the relationships between cell pressure duration and volume change.
format Thesis
author Salim, Mohd Yusri
spellingShingle Salim, Mohd Yusri
Volume change behaviour of compacted residual clay / Mohd Yusri Salim
author_facet Salim, Mohd Yusri
author_sort Salim, Mohd Yusri
title Volume change behaviour of compacted residual clay / Mohd Yusri Salim
title_short Volume change behaviour of compacted residual clay / Mohd Yusri Salim
title_full Volume change behaviour of compacted residual clay / Mohd Yusri Salim
title_fullStr Volume change behaviour of compacted residual clay / Mohd Yusri Salim
title_full_unstemmed Volume change behaviour of compacted residual clay / Mohd Yusri Salim
title_sort volume change behaviour of compacted residual clay / mohd yusri salim
publishDate 1997
url https://ir.uitm.edu.my/id/eprint/101181/1/101181.pdf
https://ir.uitm.edu.my/id/eprint/101181/
_version_ 1808976162664218624
score 13.211869

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