Prevention of dynamic destruction of solid rock layers in the soil of preparatory workings
Authors:
About authors
- VNIMI
Abstract
The approach to prediction and prevention of dynamic soil failure of preparatory workings is described. Mathematical modeling of the stress-strain state of the rock massif is used. An algorithm for solving a nonlinear problem, which is implemented in software complexes, is given. The mechanism of fracture of a solid layer in the excavation soil is shown. Practical recommendations are developed based on the results of the research.
Область исследования:
(Archived) Development regularities of technogenic and geological processes and phenomena
Funding:
None
Similar articles
Challenges of training engineers in "Prospecting and Exploration of Groundwater and Engineering-Geological Surveying" specialty
2003 V. V. Antonov
Methods of hydrogeochemical mapping of karst territories
2003 A. Ya. Gaev, E. A. Ikonnikov, V. S. Samarina
Training of specialists in engineering geology and hydrogeology at the Ural State Mining and Geological Academy
2003 O. N. Gryaznov