Estimation of pearameters of stress-and-strain state of rock mass in vicinity of a transport excavation
About authors
- 1 — National Mineral Resources University (Mining University)
- 2 — National Mineral Resources University (Mining University)
- 3 — 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.
References
- Баклашов И.В. Деформирование и разрушение породных массивов. М., 1988.
- Мозер С.П. Горная геомеханика: физические основы и закономерности проявлений геомеханических процессов при подземной разработке месторождений / С.П.Мозер, Е.Б.Куртуков // СПб, 2009.
Similar articles
Radiation safety of labours (radiation monitoring) in building and underground structure operation
2013 G. I. Korshunov, N. A. Mironenkova, R. V. Potapov
The cost cadastral values of agricultural lands with allowance for real burden in the use
2013 E. N. Bykova, V. V. Butina
Ecological condition of geological space of Saint Petersburg at building high-rise objection
2013 N. M. Rozum