Titlebook: Bifurcation and Degradation of Geomaterials in the New Millennium; Proceedings of the 1 Kam-Tim Chau,Jidong Zhao Conference proceedings 201

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978-3-319-35640-2Springer International Publishing Switzerland 2015

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Simulations of Shear Zones and Cracks in Engineering Materials Using eXtended Finite Element Methodks and shear zones. In a description of tensile cracks, a Rankine criterion is assumed. A discrete Mohr-Coulomb law is adopted for simulations of shear zones. Results of simple numerical tests: uniaxial tension, bending and biaxial compression are demonstrated.

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,Modelling Hydromechanical Dilation Geomaterial—Cavitation and Localization,n phenomenon. This new development was made in order to model the response of saturated dilatant materials under deviatoric stress and undrained conditions and possibly, in future, the behaviour of unsaturated soils.

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Springer Series in Geomechanics and Geoengineeringhttp://image.papertrans.cn/b/image/185537.jpg

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