Numerical Modelling on Load Bearing Performance of Combined Stone Column-Piled Raft Foundation in Soft Clay Soil

An important problem encountered by foundation engineers involves soft to very soft (compressible) soils which possess low in-situ undrained shear strength (i.e., cu < 25 kPa). Foundation design in such soils is difficult at best. In many cases, deep foundations may be required to transmit founda...

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Bibliographic Details

Main Author:	Danish, Ahmed
Format:	Thesis
Language:	English English English
Published:	UNIMAS Institutional Repository 2024
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://ir.unimas.my/id/eprint/44685/
Abstract	Abstract here