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The article discusses the algorithm of the solving of the inverse problem of the determining of the load parameters of foundation during geotechnical monitoring using inclinometric control. The method of the inclinometric control of the foundation is based on the data of accelerometric sensors with using the phase-measuring principle of the control and the regression analysis to determine the load parameters of the foundation. The developed algorithm allows you to localize the foundation section with the violation of the balance of the forces in the “structure-foundation-soil” system, which leads to foundation deformations. The columnar type foundation is considered as an example.

The Algorithm for Solution of the Inverse Task of the Inclinometric Control during Geotechnical Monitoring of the Foundation of Building