Constitutive testing of soil on the dry side of critical state

Ph.D

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Bibliographic Details
Main Author:	KHALEDA ALI MITA
Other Authors:	CIVIL ENGINEERING
Format:	Theses and Dissertations
Language:	English
Published:	2010
Subjects:	overconsolidated kaolin clay, constitutive modelling, biaxial testing, shear band localization, critical state theory, Hvorslev surface
Online Access:	http://scholarbank.nus.edu.sg/handle/10635/15281
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Institution:	National University of Singapore
Language:	English

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