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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Bibliographic Details
Main Author: Tan, Yean Chin
Format: Thesis
Language:English
Published: 2017
Subjects:
Online Access:http://eprints.utm.my/id/eprint/79555/1/TanYeanChinPFKA2017.pdf
http://eprints.utm.my/id/eprint/79555/
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