Influence of changes in constructive elements of protective constructions on behavior of the soil massif near deep ditches
Authors:
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- 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».
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