ENGINEERING AND GEOLOGICAL FEASIBILITY OF USING LANDSLIDE-PRONE AREAS OF THE VOLGA IN VOROSHILOV DISTRICT OF VOLGOGRAD FOR CONSTRUCTION
The possibilities of using for construction the slopes of Khvalynian accumulation terrace which have been formed as a result of both natural and natural-anthropogenic landslides. Until recently, the construction of houses in landslide area was over-Presto. But in recent years, landslides and landslide-prone areas are increasingly being developed with various types of construction when a certain complex shore protection works. The problem of development of territories composed of NABU-hayuschih soils, prone to swelling and formation of landslides in the present time is very important. The underestimation of the swell and landslides were the reason Noah deformation of many industrial and civil constructions. The building expertise of the slope stability is achieved by dumping the design profile and dog-Canoga of contranct of sand in the bottom of the slope. For calculation of stability Nena-loaded slope, and selected two sites. We have theoretically calculated the stability factors of the slopes. On the top of the stairs it is 2.13 for house 1, it is 1.45 for house 2 and it is 1.53 for house 3. For the lower platform along two lines the minimum value is 1.21. The recommendations on building foundations in this area are given.