A three-dimensional Hoek-Brown elastic-perfectly plastic constitutive model based on an analytical explicit solution
Authors:
- Adam K. SchwartzkopffAdam K. Schwartzkopff
- Atsushi SainokiASAtsushi Sainoki
- Murat KarakusMKMurat Karakus
- Selahattin AkdagSASelahattin Akdag
Open Access
- 19 March 2026
- journal article
- Published by Elsevier in Computers and Geotechnics
- Vol. 195
Abstract
No abstract availableThis publication has 60 references indexed in Scilit:
- Failure characteristics of two porous sandstones subjected to true triaxial stressesJournal of Geophysical Research: Solid Earth, 2016
- Drucker–Prager Criterion2012
- Mohr–Coulomb Failure Criterion2012
- ISRM Suggested Methods for Rock Stress Estimation—Part 5: Establishing a Model for the In Situ Stress at a Given Site2012
- Closed-Form Solutions for a Circular Tunnel in Elastic-Brittle-Plastic Ground with the Original and Generalized Hoek–Brown Failure CriteriaRock Mechanics and Rock Engineering, 2010
- Further Development of the Three-Dimensional Hoek–Brown Yield CriterionRock Mechanics and Rock Engineering, 2008
- A generalized three-dimensional Hoek–Brown strength criterionRock Mechanics and Rock Engineering, 2008
- Determination of Shear Strength and Three-dimensional Yield Strength for the Hoek-Brown CriterionRock Mechanics and Rock Engineering, 2005
- Non-Associated Plasticity for Soils, Concrete and Rock1998
- Theoretical Soil Mechanics1943