Fundamentals properties of soft clay/ Mohamad Fauzi Ramli
This research project is aimed at studying the properties of soft clay. Soil Classification test was performed on disturbed samples and Triaxial Undrained test on undisturbed samples. All laboratory test were conducted in accordance to BS 1377:1990. The specimens of soft clay used were taken from di...
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1993
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my-uitm-ir.1007872024-09-30T05:22:32Z Fundamentals properties of soft clay/ Mohamad Fauzi Ramli 1993 Ramli, Mohamad Fauzi Clay industries. Ceramics. Glass This research project is aimed at studying the properties of soft clay. Soil Classification test was performed on disturbed samples and Triaxial Undrained test on undisturbed samples. All laboratory test were conducted in accordance to BS 1377:1990. The specimens of soft clay used were taken from different boreholes at the same- site and the range of depth between A.5- - p.5 meter. The samples of soft clay were given by Jabatan Pengairan dan Saliran, Jalan Ampang, in connection with soil investigation at Sungai Besar, Sabak Bernam. The experimental results indicated that the parameters and properties of the soft clay varies from place to place and the moisture content are mostly over 100% for undisturbed samples. In addition, this soft clay can be classified to be of very high plasticity and high compressibility. 1993 Thesis https://ir.uitm.edu.my/id/eprint/100787/ https://ir.uitm.edu.my/id/eprint/100787/2/100787.pdf text en public advanced_diploma Universiti Teknologi MARA (UiTM) Faculty of Civil Engineering Yusof, Sabri |
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Universiti Teknologi MARA |
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English |
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Yusof, Sabri |
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Clay industries Ceramics Glass |
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Clay industries Ceramics Glass Ramli, Mohamad Fauzi Fundamentals properties of soft clay/ Mohamad Fauzi Ramli |
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This research project is aimed at studying the properties of soft clay. Soil Classification test was performed on disturbed samples and Triaxial Undrained test on undisturbed samples. All laboratory test were conducted in accordance to BS 1377:1990. The specimens of soft clay used were taken from different boreholes at the same- site and the range of depth between A.5- - p.5 meter. The samples of soft clay were given by Jabatan Pengairan dan Saliran, Jalan Ampang, in connection with soil investigation at Sungai Besar, Sabak Bernam. The experimental results indicated that the parameters and properties of the soft clay varies from place to place and the moisture content are mostly over 100% for undisturbed samples. In addition, this soft clay can be classified to be of very high plasticity and high compressibility. |
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Thesis |
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advanced_diploma |
author |
Ramli, Mohamad Fauzi |
author_facet |
Ramli, Mohamad Fauzi |
author_sort |
Ramli, Mohamad Fauzi |
title |
Fundamentals properties of soft clay/ Mohamad Fauzi Ramli |
title_short |
Fundamentals properties of soft clay/ Mohamad Fauzi Ramli |
title_full |
Fundamentals properties of soft clay/ Mohamad Fauzi Ramli |
title_fullStr |
Fundamentals properties of soft clay/ Mohamad Fauzi Ramli |
title_full_unstemmed |
Fundamentals properties of soft clay/ Mohamad Fauzi Ramli |
title_sort |
fundamentals properties of soft clay/ mohamad fauzi ramli |
granting_institution |
Universiti Teknologi MARA (UiTM) |
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Faculty of Civil Engineering |
publishDate |
1993 |
url |
https://ir.uitm.edu.my/id/eprint/100787/2/100787.pdf |
_version_ |
1811769093974392832 |