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
Similar articles
Ideas of V.D. Lomtadze - Ideas of V.D. Lomtadze are the key to the development of general engineering-geological classifications of soils of the globe
2003 Ya. V. Neizvestnov
Training of specialists in engineering geology and hydrogeology at the Ural State Mining and Geological Academy
2003 O. N. Gryaznov
Current state and problems of geotechnical surveys for hydraulic engineering
2003 V. O. Istochnikov, S. V. Kriventsov
The role of technogenesis in the development of geological processes in the cities of the Far East
2003 T. I. Podgornaya