A study of the undrained shear strength of soft clay reinforced with 6mm and 8 mm diameter group of four bottom ash column
Soft clay that consists of low shear strength, low permeability and high compressibility characteristics will affect the stability and settlement of structures. Vertical granular column is one of the ground improvement techniques to improve strength of the soft soil. Bottom ash, as a residue of...
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| Format: | Undergraduates Project Papers |
| Language: | English |
| Published: |
2014
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| Online Access: | http://umpir.ump.edu.my/id/eprint/11537/ http://umpir.ump.edu.my/id/eprint/11537/ http://umpir.ump.edu.my/id/eprint/11537/1/NUR%20ILLANI%20BINTI%20HAYON.PDF |