Soft Soil Creep model - undrained triaxial creep behaviour of Haney clay


Application PLAXIS 2D
Version PLAXIS 2D 2016
Date created 26 December 2016
Date modified 26 December 2016

This document validates the Soft Soil Creep model in PLAXIS. The undrained triaxial creep behaviour of Haney clay is simulated, using the material parameters reported by Matsui & Abe (1988). The results are compared with test data provided by Vaid & Campanella (1977), including constant strain rate shear tests and undrained triaxial creep tests. An extensive validation of the Soft Soil Creep model is presented by Stolle, Bonnier & Vermeer (1997).

Validation - Soft Soil Creep model - undrained triaxial creep behaviour Haney clay

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