Shear Strength Parameters of Improved Peat by Chemical Stabilizer.
The present research aimed to discuss the applicability of cationic grouts in geotechnical engineering. The effects of several cationic stabilizers such as monovalent (sodium silicate), divalent (calcium oxide and calcium chloride), and trivalent (aluminum hydroxide) were investigated on shear stren...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English English |
| Published: |
2013
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| Online Access: | http://psasir.upm.edu.my/id/eprint/28629/1/Shear%20Strength%20Parameters%20of%20Improved%20Peat%20by%20Chemical%20Stabilizer.pdf |