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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,…mehr

Produktbeschreibung
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.

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Autorenporträt
Hajime Matsuoka is Professor of Civil Engineering at the Nagoya Institute of Technology in Japan and the author of a number of books. His research interests include Earth Reinforcement and Vibration Reduction by Soilbags, in-situ Direct Shear Test and Constitutive Models for Soils.

De'an Sun is Professor of Engineering at the Department of Civil Engineering, Shanghai University. His current research interests include Unsaturated Soil Mechanics and Soil Constitutive Modelling.

Professors Matsuoka and Sun were awarded the Technical Development Prize from The Japanese Civil Engineering Society in 2004.