New true-triaxial rock strength criteria considering intrinsic material characteristics
- 31 October 2017
- journal article
- research article
- Published by Springer Nature in Acta Mechanica Sinica
- Vol. 34 (1) , 130-142
Abstract
No abstract availableKeywords
This publication has 23 references indexed in Scilit:
- Modification of a generalized three-dimensional Hoek–Brown strength criterionInternational Journal of Rock Mechanics and Mining Sciences, 2013
- Modified Mohr–Coulomb criterion for non-linear triaxial and polyaxial strength of intact rocksInternational Journal of Rock Mechanics and Mining Sciences, 2011
- True triaxial strength and deformability of the German Continental Deep Drilling Program (KTB) deep hole amphiboliteJournal of Geophysical Research, 2000
- A new true triaxial cell for testing mechanical properties of rock, and its use to determine rock strength and deformability of Westerly graniteInternational Journal of Rock Mechanics and Mining Sciences, 2000
- Lode Dependences for Isotropic Pressure-Sensitive Elastoplastic MaterialsJournal of Applied Mechanics, 1990
- Convexity of yield loci for pressure sensitive materialsComputers and Geotechnics, 1988
- A hierarchical approach for constitutive modelling of geologic materialsInternational Journal for Numerical and Analytical Methods in Geomechanics, 1986
- Recent developments in the finite element analysis of prestressed concrete reactor vesselsNuclear Engineering and Design, 1974
- STRESS-DEFORMATION AND STRENGTH CHARACTERISTICS OF SOIL UNDER THREE DIFFERENT PRINCIPAL STRESSESProceedings of the Japan Society of Civil Engineers, 1974
- VI. The phenomena of rupture and flow in solidsPhilosophical Transactions of the Royal Society A, 1921