A new unified constitutive model for natural clay and sand

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A new unified constitutive model for natural clay and sand

Over the last decades, with the increase of constructions and buildings on soft soil with low bearing capacity, the need for a comprehensive tool to demonstrate the complicated response of soil under different loading conditions increases. To understand the behaviour of soil precisely, numerical ana...

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Bibliographic Details
Main Author:	AL-Sarri, Hussein A. H.
Format:	Thesis (University of Nottingham only)
Language:	English
Published:	2019
Subjects:	Critical state model plasticity state parameter anisotropy clay and sand soft soil
Online Access:	https://eprints.nottingham.ac.uk/55981/

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