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The Cam-clay model is a fundamental constitutive model in soil mechanics, but is only suitable for normally consolidated clay under triaxial compression stress states. Integrating the Cam-clay model with the SMP criterion and extending it to sand and other geomaterials is a fundamental task in geotechnical engineering. This book introduces the SMP criterion, the integration of the SMP criterion with the Cam-clay model, and the application of the SMP criterion to the general elastoplastic constitutive models for geomaterials. In addition to the theoretical development of constitutive models, the book contains high-quality experimental data obtained from conventional and true triaxial tests on various soils. Tags: the smp concept based constitutive models for geomaterials |
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