Undrained shear strength of soft clay reinforced with single non-encapsulated bottom ASH mixed with silica fume column (BASF)
Soft clay is problematic soil that causes bearing capacity failure and excessive settlement, leading to severe buildings and foundation damage. Therefore, soil improvement is introduced to improve the engineering properties of the soft clay. In this study, bottom ash is used to replace the natural a...
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| Format: | Undergraduates Project Papers |
| Language: | English |
| Published: |
2019
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| Online Access: | http://umpir.ump.edu.my/id/eprint/29883/ http://umpir.ump.edu.my/id/eprint/29883/1/Undrained%20shear%20strength%20of%20soft%20clay%20reinforced%20with%20single%20non-encapsulated%20bottom%20ASH.pdf |