Implementation of various failure criteria for numerical models of rock mass
About authors
- 1 — Silesian University of Technology
- 2 — Saint Petersburg State Mining Institute (Technical University)
Abstract
The paper presents results of numerical modeling by application of plastic constitutive models with various failure criteria. The Balmer’s and Balandin’s failure criteria have been elaborated in FISH language and they have been applied to simulate two basic problems which are: compression of rock sample and construction of excavation in rock mass.
Область исследования:
(Archived) Geomechanics
Funding:
None
Similar articles
Technogenic transformation of the basic components of megacities underground space and its account in geomechanical calculations (on the example of Saint Petersburg)
2011 R. E. Dashko, A. V. Shidlovskaya, K. V. Pankratova, A. M. Zhukova
Tunnel induced deformation of strata and formation of surface settlement trought during construction process
2011 M. A. Karasev
Stabilization of development workings in overworked layers
2011 A. A. Sidorenko, S. A. Sidorenko, O. V. Trushko
A new technique for the determination of ultimate strength in extention of rocks
2011 V. A. Korshunov, Yu. M. Kartashov