Numerical simulations of geotechnical engineering problems considering the principal stress rotation

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Numerical simulations of geotechnical engineering problems considering the principal stress rotation

Soil behaviors are quite complex under dynamic loadings, such as wave loading, earthquake loading, etc, but they share common characteristics that the soil is subjected to considerable principal stress rotations (PSR). PSR can generate plastic deformation even without a change of principal stress ma...

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Bibliographic Details
Main Author:	Wang, Zhe
Format:	Thesis (University of Nottingham only)
Language:	English
Published:	2016
Subjects:	soil elastoplastic model; principal stress rotation; non-coaxiality; liquefaction; the finite element method; earthquake loading; wave-seabed interactions
Online Access:	https://eprints.nottingham.ac.uk/32610/

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