Formulation and implementation of a practical multi-surface soil plasticity model

This paper presents a new constitutive model for clay, for undrained monotonic and cyclic loading, that has been developed specifically for geotechnical design applications. The model employs a parallel Iwan approach, consisting of multiple elastic-perfectly-plastic micro models. Degradation of stif...

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Những tác giả chính: Whyte, SA, Burd, HJ, Martin, CM, Rattley, MJ
Định dạng: Journal article
Được phát hành: Elsevier 2019

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