Estimation of pearameters of stress-and-strain state of rock mass in vicinity of a transport excavation
About authors
- 1 — Ph.D. associate professor National Mineral Resources University (Mining University)
- 2 — Ph.D. associate professor National Mineral Resources University (Mining University)
- 3 — student National Mineral Resources University (Mining University)
Abstract
An example of application of finite element method in rock mechanics is presented. Parameters of stress-and-strain state of rocks in vicinity of a shallow transport excavation are estimated. Some results of numerical modeling are presented.
Область исследования:
(Archived) Topical issues in mining of ore and nonmetallic minerals
Funding:
None
References
- Baklashov I.V. Deformations and failure of rock masses. Moscow, 1988.
- Mozer S.P., Kurtukov E.B. Rock mechanics: basic physics and mechanism of occurrence of geomechanical processes in underground mining. Saint Petersburg, 2009.
Similar articles
Measurement of the seismic blast wave during the construction of the pipeline trench near the existing pipeline
2013 R. A. Vosgrin, L. V. Surovitsky
Use of electric fields for the control of metal-dielectric structures
2013 N. S. Pshchelko, A. S. Poll, D. O. Repetuh
Correlation between reactivity, hydrophobicity of surface-modified metal-filler and tribological characteristics of lubricants based on it
2013 A. G. Syrkov, L. A. Yachmenova, E. V. Remzova
Justification of the way and choice of the mud fluid for primary opening-out of layers with abnormally low pressure
2013 A. A. Yakovlev, M. V. Turitsyna