Compressibility and shear strength behaviour of peat soil in Sarawak
Peat soil are well known for their high water holding ability that make them highly compressible, low in shear resistance and low stability. In Sarawak, peat soil covers 13% of total land area. Therefore, the objective of this study is to investigate the compressibility and shear strength behaviour...
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| Format: | Final Year Project Report / IMRAD |
| Language: | English English |
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Universiti Malaysia Sarawak, UNIMAS
2005
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| Online Access: | http://ir.unimas.my/id/eprint/2789/ http://ir.unimas.my/id/eprint/2789/8/Ahamad%2824pgs%29.pdf http://ir.unimas.my/id/eprint/2789/11/2013-03-prZulkifliAhamadfull.pdf |
| _version_ | 1848835070950899712 |
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| author | Zulkifli, Ahamad |
| author_facet | Zulkifli, Ahamad |
| author_sort | Zulkifli, Ahamad |
| building | UNIMAS Institutional Repository |
| collection | Online Access |
| description | Peat soil are well known for their high water holding ability that make them highly compressible, low in shear resistance and low stability. In Sarawak, peat soil covers 13% of total land area. Therefore, the objective of this study is to investigate the compressibility and shear strength behaviour of peat soil in Sarawak. |
| first_indexed | 2025-11-15T06:02:02Z |
| format | Final Year Project Report / IMRAD |
| id | unimas-2789 |
| institution | Universiti Malaysia Sarawak |
| institution_category | Local University |
| language | English English |
| last_indexed | 2025-11-15T06:02:02Z |
| publishDate | 2005 |
| publisher | Universiti Malaysia Sarawak, UNIMAS |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | unimas-27892023-12-20T03:34:39Z http://ir.unimas.my/id/eprint/2789/ Compressibility and shear strength behaviour of peat soil in Sarawak Zulkifli, Ahamad TA Engineering (General). Civil engineering (General) TD Environmental technology. Sanitary engineering Peat soil are well known for their high water holding ability that make them highly compressible, low in shear resistance and low stability. In Sarawak, peat soil covers 13% of total land area. Therefore, the objective of this study is to investigate the compressibility and shear strength behaviour of peat soil in Sarawak. Universiti Malaysia Sarawak, UNIMAS 2005 Final Year Project Report / IMRAD NonPeerReviewed text en http://ir.unimas.my/id/eprint/2789/8/Ahamad%2824pgs%29.pdf text en http://ir.unimas.my/id/eprint/2789/11/2013-03-prZulkifliAhamadfull.pdf Zulkifli, Ahamad (2005) Compressibility and shear strength behaviour of peat soil in Sarawak. [Final Year Project Report / IMRAD] (Unpublished) |
| spellingShingle | TA Engineering (General). Civil engineering (General) TD Environmental technology. Sanitary engineering Zulkifli, Ahamad Compressibility and shear strength behaviour of peat soil in Sarawak |
| title | Compressibility and shear strength behaviour of peat soil in Sarawak |
| title_full | Compressibility and shear strength behaviour of peat soil in Sarawak |
| title_fullStr | Compressibility and shear strength behaviour of peat soil in Sarawak |
| title_full_unstemmed | Compressibility and shear strength behaviour of peat soil in Sarawak |
| title_short | Compressibility and shear strength behaviour of peat soil in Sarawak |
| title_sort | compressibility and shear strength behaviour of peat soil in sarawak |
| topic | TA Engineering (General). Civil engineering (General) TD Environmental technology. Sanitary engineering |
| url | http://ir.unimas.my/id/eprint/2789/ http://ir.unimas.my/id/eprint/2789/8/Ahamad%2824pgs%29.pdf http://ir.unimas.my/id/eprint/2789/11/2013-03-prZulkifliAhamadfull.pdf |