Development and numerical evaluation of unified critical state models

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Development and numerical evaluation of unified critical state models

With the increased availability of computers of various sizes, it is becoming more common to predict the responses of geotechnical structures using numerical analyses which incorporate more realistic models of soil behaviour. The main objective of this research is to develop and evaluate a series of...

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Bibliographic Details
Main Author:	Khong, Cuong Doan
Format:	Thesis (University of Nottingham only)
Language:	English
Published:	2004
Subjects:	critical state soil mechanics unified soil model constitutive modelling finite element method
Online Access:	https://eprints.nottingham.ac.uk/10120/

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