GEOTECHNICAL MONITORING DURING CONSTRUCTION IN DIFFICULT SOIL CONDITIONS

One of the common and at same time most difficult problems that developers may face is unstable soil layer base a future building. This paper describes construction on weak, subsidence heaving soils in engineering geological conditions Kursk city. Real problem property safety shown with example one demanding geomorphological lithological urban areas. The offers description geologic hydrogeological features slope rock mass right bank Tuskar river. Groundwater level lies 8.7 m. depth. It possible to predict an increase groundwater building maintenance because this area potentially flooded. Various processes such phenomena as ground subsidence, karst, suffosia, landslides, flooding, etc., can also be found studied territory. Initially insufficient engineering-geomorphological, hydrogeological, ecological engineering-geological study hazardous areas city have led its problematic development, which illustrates situation residential real estate To dangerous ensure reliability fund, specific proposals been developed for organization geotechnical monitoring system based optimal integration geomorphological, geodesic, engineering-geological, environmental methods complex conditions.