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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Détails bibliographiques

Auteur principal:	Tan, Yean Chin
Format:	Thèse
Langue:	anglais
Publié:	2017
Sujets:	TA Engineering (General). Civil engineering (General)
Accès en ligne:	http://eprints.utm.my/79555/1/TanYeanChinPFKA2017.pdf