Performance of floating piled raft with varying lengths in soft compressible subsoil
Conventional piled foundation usually provides adequate load carrying capacity to limit the settlement within allowable limits. However, in deep layer of soft compressible subsoil with settling platform, this foundation system faces numerous problems namely requiring very long piles, lower pile capa...
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| 格式: | Thesis |
| 語言: | 英语 |
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2017
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| 在線閱讀: | http://eprints.utm.my/79555/1/TanYeanChinPFKA2017.pdf |