Effect of cement-sodium silicate grout and kaolinite on undrained shear strength of reinforced peat
This article describes a laboratory study on the effect of cement as traditional binder, sodium silicate as chemical binders and kaolinite as filler on undrained shear strength of peat. Peat normally associated with high compressibility and low shear strength that poses difficulties for construction...
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| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Electronic Journal of Geotechnical Engineering
2011
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| Online Access: | http://psasir.upm.edu.my/id/eprint/23018/1/Portland.pdf http://psasir.upm.edu.my/id/eprint/23018/ http://www.ejge.com/2011/Ppr11.091/Abs11.091.htm |
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