Establishing unique relationship between minimum mobilised friction angle and axial strain for anisotropic soil settlement model

Anisotropic compression in triaxial cell during shearing demonstrates the rotation of the mobilised shear strength envelope towards shear strength envelope at failure. The shape of the mobilised shear strength envelope takes the real form of the shear strength envelope at failure which is non-linear...

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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: Mohamed Jais I.B.; Md. Noor M.J.
Format: Conference paper
Language:English
Published: 2010
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-84875134928&partnerID=40&md5=beafc0c64bc87df3d5162f0a1840611c