ELIMINATION OF CAREEN OF THE BASE A GEOTECHNICAL SIDE JOB OF THE SOIL BASIS UNDER ITS SOLE

The geomechanical design model of soil base, corresponding to the physical state of soils (underworked by horizontal cylindrical boreholes) under the strip foundation, is offered. The block diagram of device for control of parameters of the system «underworked soil base – strip foundation with tilt» is presented. The unforeseen circumstances of technological and organizational character, which influence on the stressed-and-strained state of the system «base – foundation – superstructure» can arise during the elimination of excessive tilts of buildings and structures. Therefore it is necessary to have trustworthy information about the actual stressed-and-strained state of an object during making such works. The automated measurement-and-information system has been developed and widely applied for conducting the real time monitoring. The technical means of system include: inductive gauges, instruments for inductance measurements, information-gathering block and communication lines. Numerical modeling of the stressed-and-strained state of buildings and structures with use of the automated measurement-andinformation system and program complex «Geotekhnika» [1] allows correcting the project during the elimination of excessive tilts and controlling the technological settlements in order to reduce a risk