Modified Cam-Clay model incorporating unified nonlinear strength criterion

DOI10.1007/s11431-011-4313-4zbMath1237.74145OpenAlexW2023197217MaRDI QIDQ412800

Robert Y. Liang, HanLong Liu, Yang Xiao

Publication date: 4 May 2012

Published in: Science China. Technological Sciences (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11431-011-4313-4

zbMATH Keywords

constitutive modelfailurecriterioncomplex stress conditionnonlinear strength

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Related Items (1)

A 3D bounding surface model for rockfill materials

Cites Work

• Generalized non-linear strength theory and transformed stress space
• Modification of critical state models by Mohr-Coulomb criterion
• Unnamed Item

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