Development of simplified design techniques for estimating undrained bearing loads of piled-raft in soft clay

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Development of simplified design techniques for estimating undrained bearing loads of piled-raft in soft clay

Many structures founded on pile-raft foundations on soft clay in Singapore has been conservatively designed without considering the contribution from the raft due to the lack of knowledge (and thus design confidence) on the soil-structure interaction, bearing capacity of foundation against settlemen...

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Bibliographic Details
Main Author:	Tan, Kim Leong
Format:	Thesis (University of Nottingham only)
Language:	English
Published:	2015
Subjects:	load-bearing and settlement curves short-term differential settlement soil-structure interactions simplified design total permissible load raft foundation piled-raft foundation.
Online Access:	https://eprints.nottingham.ac.uk/28894/

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