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
The importance of V.D. Lomtadze's works in understanding the conditions of groundwater formation in sedimentary basins
2003 E. A. Baskov, V. V. Petrov
The role of technogenesis in the development of geological processes in the cities of the Far East
2003 T. I. Podgornaya
Employment opportunities in St. Petersburg for young professionals in the field of engineering geology
2003 M. O. Zueva
Challenges of engineering and geological research of the territory of Irkutsk
2003 I. I. Verkhozin, A. V. Samusenko, S. P. Nikiforov