Abstract
The article considers an algorithm for estimating the moments of correction of the list of controlled and measured parameters, selecting control points and correcting an individual model of a geotechnical object. As a criterion for correcting the list of parameters, it is proposed to use the moments when the values of the controlled parameters approach the critical zone. The choice of parameters for measurement is carried out on the basis of optimization of the ratio of the cost of monitoring to possible damage. The definition of key control zones is carried out according to the criterion of sensitivity of monitoring zones to changes in external parameters. The practical verification was carried out on the data of geotechnical monitoring of a three-storey building in which destructive processes were recorded.
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