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Elastoplastic analysis of soil-pile interaction
Abstract A finite element analysis of soil-pile interaction is presented in this paper. Goodman's interface elements and four elastic and elastoplastic constitutive models of soil are used. The calculated results are compared with field measurements. The necessity for considering the elastoplastic behaviour of soil coupled with interface elements and the effects of overconsolidation in the analysis of the soil-pile interaction problems is demonstrated.
Elastoplastic analysis of soil-pile interaction
Abstract A finite element analysis of soil-pile interaction is presented in this paper. Goodman's interface elements and four elastic and elastoplastic constitutive models of soil are used. The calculated results are compared with field measurements. The necessity for considering the elastoplastic behaviour of soil coupled with interface elements and the effects of overconsolidation in the analysis of the soil-pile interaction problems is demonstrated.
Elastoplastic analysis of soil-pile interaction
Cheung, Y.K. (Autor:in) / Lee, P.K.K. (Autor:in) / Zhao, W.B. (Autor:in)
Computers and Geotechnics ; 12 ; 115-132
25.09.1991
18 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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