Abstract
The article presents a description and the first results of an experiment on deformation-seismic monitoring of the technical condition of a residential building located in a subsidence zone above mine workings. Deformation processes are monitored by hydrostatic leveling. Dynamic monitoring is implemented by controlling the change in the resonance (eigen) frequency using seismological equipment. A description of the hardware and software for the deformation-seismic monitoring subsystems is given. The first results for an 8-month continuous observation period are presented. Conclusions are made about the prospects of this type of monitoring in the event of a threat to the mechanical safety of a protected building. The material is addressed to specialists engaged in solving problems in the inspection and monitoring of the technical condition of buildings and structures.
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The study was carried out with the financial support of the Basic Research Program, project no. 0422-2019-0146-C-02 (registration number of R&D topic: АААА-А18-118040690028-5).
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Verkholantsev, A.V., Tsvetkov, R.V., Muriskin, A.S. et al. Deformation and Seismic Monitoring Of A Residential Building Located In The Subsidence Zone Above Mining. Seism. Instr. 57, 730–741 (2021). https://doi.org/10.3103/S0747923921060074
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DOI: https://doi.org/10.3103/S0747923921060074