Shear Strength of Clay Reinforced With Square and Triangular Arrangement of Group Encapsulated Bottom Ash Columns
Soft clay is known to be a problematic soil that consists of low shear strength, low permeability and high compressibility where the existing soil on the given site is low with load bearing capacity, and by that ground improvement is required. Granular column methods are being used extensively as g...
| Main Authors: | Muzamir, Hasan, Nurul Aina, Husaini, Norhayani, Pangee @ Mohd Nor |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
GEOMATE International Society
2017
|
| Subjects: | |
| Online Access: | http://umpir.ump.edu.my/id/eprint/16867/ http://umpir.ump.edu.my/id/eprint/16867/1/fkasa-2017-muzamir-Shear%20Strength%20of%20Clay%20Reinforced.pdf |
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