Shear strength of Kerteh beach sand based on direct shear test / Noor Ezlyn Othman
The soil at the proposed site for embankment construction in Kerteh has been identified as loose sandy soil based on the in situ test conducted during the planning stage. The soil strata for the study area generally consist of layers of loose sandy silt to loose silty sand begins from depth of 15 me...
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| Format: | Student Project |
| Language: | English |
| Published: |
2005
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| Online Access: | https://ir.uitm.edu.my/id/eprint/55410/1/55410.PDF https://ir.uitm.edu.my/id/eprint/55410/ |
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