Slope stability analysis with applicability of lime in capillary barrier effects
Many hill slope areas in Malaysia are vulnerable to soil erosion and shallow slope failures due to tropical climate and intense and frequent rainfall events. This failure can be attributed to the surface erosion, loss of shear strength, and formation of tension cracks on the surface. Lime as a const...
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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/23021/1/Slope%20stability%20analysis%20with%20applicability%20of%20lime%20in%20capillary%20barrier%20effects.pdf http://psasir.upm.edu.my/id/eprint/23021/ http://www.ejge.com/2011/Ppr11.126/Abs11.126.htm |
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| Institution: | Universiti Putra Malaysia |
| Language: | English |