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This paper presents an application of a bubble model (a non-linear multi-surface kinematic hardening soil model), implemented in the FLAC software, to simulate the stress-strain behaviour measured in an undrained triaxial compression of Auckland residual clay. The workings of the model are explained in a qualitative…

AMETI Panmure Phase 1 Project involves construction of three bridges and a covered box in Auckland Volcanic Field consisting of a thin basalt cover underlain by tuff and Puketoka Formation alluvium. Kaawa Formation “bedrock” is at approximately 40 m depth. The Serviceability Limit State (SLS)…