Influence of changes in constructive elements of protective constructions on behavior of the soil massif near deep ditches
Authors:
About authors
- Ph.D. associate professor National Mineral Resources University (Mining University)
Abstract
Complex settlement justification of construction projects, operation, reconstruction of constructions in difficult engineering-geological conditions, including in the constrained city building, became impossible without use of modern computer programs. In work the general approaches and results of modeling stressedly-deformed condition of the soil massif are considered at a postadiyny construction of a ditch for construction of one of hydraulic engineering constructions of St.-Petersburg under protection of a design «wall in soil».
Область исследования:
(Archived) Mining geomechanics
Funding:
None
Similar articles
Modelling of process of liquidation of underground emptinesses in the conditions of technogenic activation
2013 A. A. Shubin
Connection content and properties of coal for quality control and quantity of coal-mining
2013 R. A. Takranov