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...

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Bibliographic Details
Published in:Unsaturated Soils: Theoretical and Numerical Advances in Unsaturated Soil Mechanics - Proceedings of the 4th Asia Pacific Conference on Unsaturated Soils
Main Author: Md. Noor M.J.; Hadi B.A.; Hafez M.A.
Format: Conference paper
Language:English
Published: 2010
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-84875201475&partnerID=40&md5=1ac905fb366cf54e0a5bd576915a48e5

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