The Smp Conceptbased 3D Constitutive Models For Geomaterials

The Smp Conceptbased 3D Constitutive Models For Geomaterials

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The CamClay model is a fundamental constitutive model in soil mechanics, but is only suitable for normally consolidated clay under triaxial compression stress states. The SMP failure criterion is the most reasonable threedimensional extension of the MohrCoulomb failure criterion from the point of view of its physical meaning, mathematical expression and geometrical presentation. To integrate the CamClay model with the SMP criterion and extend it to sand and other geomaterials is one of the fundamental tasks in geotechnical engineering. This book introduces the SMP criterion, the integration of the SMP criterion with the wellknown Camclay model, and the application of the SMP criterion to the general elastoplastic constitutive models for geomaterials like clay, sand and unsaturated soil. In addition to the theoretical development of constitutive models, the book is full of highquality experimental data obtained from conventional and true triaxial tests on various soils. The scope and the level of the book ensure that it will be a valuable resource for postgraduate students, academics and geotechnical engineering professionals alike

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