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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| Format: | Thesis |
| Language: | English English English |
| Published: |
UNIMAS Institutional Repository
2024
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| 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 http://ir.unimas.my/id/eprint/44685/ |
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