Comparative analysis of the nonlinear unified strength criterion for rocks and other three-dimensional Hoek–Brown strength criteria
Authors:
- 24 August 2017
- journal article
- research article
- Published by Springer Nature in Geomechanics and Geophysics for Geo-Energy and Geo-Resources
- Vol. 4 (1) , 29-37
Abstract
No abstract availableKeywords
Funding Information
- The MOE’s Program for Changjiang Scholars and Innovative Research Team (IRT13092)
This publication has 15 references indexed in Scilit:
- Modified Hoek–Brown failure criterion for anisotropic rocksEnvironmental Earth Sciences, 2016
- Comparison of six major intact rock failure criteria using a particle flow approach under true-triaxial stress conditionGeomechanics and Geophysics for Geo-Energy and Geo-Resources, 2016
- Analysing the modified Hoek–Brown failure criteria using Hungarian granitic rocksGeomechanics and Geophysics for Geo-Energy and Geo-Resources, 2016
- A Study on the Inner Surface Pressure Distribution of Fluid in Ninety Degree Elbow PipeApplied Mechanics and Materials, 2015
- New strength criteria for rocks under polyaxial compressionCanadian Geotechnical Journal, 2011
- A Hoek–Brown criterion with intrinsic material strength factorizationInternational Journal of Rock Mechanics and Mining Sciences, 2008
- 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
- Effect of intermediate principal stress on strength of anisotropic rock massTunnelling and Underground Space Technology, 1998
- Fracture and flow of rocks under high triaxial compressionJournal of Geophysical Research, 1971