A nonlinear finite element analysis of soil deformation

A set of finite element computer programs has been written for the settlement analysis of structures founded on normally consolidated and lightly overconsolidated soft clays. The programs take into account nonlinear material stress-strain behaviour and creep. Analyses may assume 'undrained'...

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Bibliographic Details

Main Author:	John J. Burke
Format:	Default Thesis
Published:	1983
Subjects:	Other built environment and design not elsewhere classified Soil deformation Creep displacement Built Environment and Design not elsewhere classified
Online Access:	https://hdl.handle.net/2134/7379
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