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...

Full description

Saved in:
Bibliographic Details
Main Author: Danish, Ahmed
Format: Thesis
Language:English
English
English
Published: 2024
Subjects:
Online Access:http://ir.unimas.my/id/eprint/44685/5/DSVA_Danish%20Ahmed.pdf
http://ir.unimas.my/id/eprint/44685/3/Thesis%20PhD_%20Danish%20Ahmed%20-%2024%20pages.pdf
http://ir.unimas.my/id/eprint/44685/8/Thesis%20PhD_%20Danish%20Ahmed.ftext.pdf
Tags: Add Tag
No Tags, Be the first to tag this record!