Collapse settlement of unsaturated soil from effective stress and shear strength interaction of soil

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Collapse settlement of unsaturated soil from effective stress and shear strength interaction of soil

Consolidation settlement is the volume change behaviour due to dissipation of excess pore water pressure in saturated conditions. However, in a partially saturated condition, suction plays an important role in governing settlement behaviour. Besides, it also influences the shear strength of the soil...

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Bibliographic Details
Published in:	IOP Conference Series: Materials Science and Engineering
Main Author:	Mohamed Jais I.B.; Md Noor M.J.
Format:	Conference paper
Language:	English
Published:	Institute of Physics Publishing 2019
Online Access:	https://www.scopus.com/inward/record.uri?eid=2-s2.0-85067894119&doi=10.1088%2f1757-899X%2f527%2f1%2f012020&partnerID=40&md5=a711f544ba0f57f806b9b2ac8372c23f

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