Search for Predictive Criteria for Seismic Events According to the Automatic System Complex Geotechnical Monitoring in Sochi Transport Tunnels

Kataev, S.G.; Lebedev, Mikhail; Romanevich, Kirill; Dolgij, M.Y.; Kuleshov, V.K.; Shlyaev, S.А.

doi:10.3997/2214-4609.201901753

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“…The case of the EMR registration during a sufficiently powerful earthquake (mb = 4.7) on 30 May 2012 was considered in detail. A similar case of "A" parameter response to an earthquake is shown in [19], and attempts were made to search for predictive criteria for seismic events based on the data of the automated system of integrated geotechnical monitoring in transport tunnels in Sochi (North Caucasus). The case of the EMR registration during a sufficiently powerful earthquake (mb = 4.7) on 30 May 2012 was considered in detail.…”

Section: Field Research Scalementioning

confidence: 99%

Integrated Interpretation of the Results of Long-Term Geotechnical Monitoring in Underground Tunnels Using the Electromagnetic Radiation Method

et al. 2022

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Electromagnetic radiation (EMR) technology makes it possible to evaluate changes in the stress-strain state (SSS) in the “tunnel lining-enclosing rock mass” system at a high level of interference, and to create schemes of long-term EMR control in tunnels (geotechnical monitoring systems). The issues of the variations in EMR signals are extremely important for monitoring systems: based on anomalous deviations from the normal regime one can draw conclusions about changes in the SSS, leading to geodynamic phenomena (e.g., rock bursts). This article presents data obtained during laboratory studies on samples and field studies in transport tunnels. Also, some results of long-term geotechnical monitoring by a set of methods is presented: EMR and tensometry of the tunnel lining, both methods are in the automatic mode. The ability of an EMR control system to respond to earthquakes affecting tunnel structures is shown. An analysis of long-term EMR studies was conducted, which showed the periodic oscillation of the “tunnel lining-enclosing rock mass” system. In a stable compressed state, minima of EMR pulses are recorded; when the rock mass and lining material are stretched, charges are separated on the edges of micro-defects and EMR increases; complete separation of the edges of micro-defects leads to the termination of intense EMR. The same occurs in the opposite direction during the compression of micro-defects and micro-fractures in the rock mass and concrete lining. The periods of compression and expansion are closely related to temperature fluctuations. The results differ in detail and, therefore, in to be more confident, additional studies are needed in various host rock massifs and types of tunnel lining.

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Section: Field Research Scalementioning

confidence: 99%