Relationship between cone penetration test and undrained shear strength of soft soil
Undrained shear strength of fine grain soil is one of the most important properties of soil in determining the soil stability especially in foundation design. This study presents the relationship between undrained shear strength and the fall cone parameter by using silly soil experienced an over con...
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| 主要作者: | |
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| 格式: | Thesis |
| 語言: | English |
| 出版: |
2014
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| 主題: | |
| 在線閱讀: | http://eprints.utm.my/id/eprint/48599/1/NazaneenAhmedNasroullaMFKA2014.pdf |
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