Approximation algorithms for analyzing the dynamic characteristics of the Probing Signal Generators for the Geotechnical Monitoring Systems.

Abstract

The paper considers the issues of development and design of the subsystem for the formation and management of probing signals for geotechnical monitoring, which is based on the method of radio wave sounding of the underground foundation of the buildings. This technique allowing quickly identify and prevent irreversible processes (destruction, deformation) in soil foundation, which arise under the influence of static, seismic and dynamic loads. The algorithm of analyzing the stability of digital computational synthesizers with automatic compensation of the phase distortions, used as probing signal generators for the geotechnical monitoring systems, is developed.