Modeling of shallow slope failure using curved-surface envelope extended Mohr-Coulomb model
Shallow slope failure is very close associated with surface water infiltration. The infiltration soaked the soil near the ground surface which reduces the suction and in turn reduces the apparent shear strength and thereby reduces the failure resisting factor. Simultaneously the soil bulk weight inc...
| الحاوية / القاعدة: | Unsaturated Soils: Theoretical and Numerical Advances in Unsaturated Soil Mechanics - Proceedings of the 4th Asia Pacific Conference on Unsaturated Soils |
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| المؤلف الرئيسي: | |
| التنسيق: | Conference paper |
| اللغة: | English |
| منشور في: |
2010
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| الوصول للمادة أونلاين: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-84875201475&partnerID=40&md5=1ac905fb366cf54e0a5bd576915a48e5 |