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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Loughborough University
1983
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| Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.346086 |