Abstract
The article describes the integrated method and results of deformation–wave monitoring of temporal lining in railway tunneling in complex geological conditions in the south of Western Siberia. 3D geometric parameters of temporal lining are measured by laser scanning at a span of 3 months, which enables comparing actual 3D models of temporal lining and rocks in reinforced tunnel section. Based on the data obtained at various times of observation, shifting of unmarked points of temporal lining and deformation of tunnel walls and arch were determined. High density scanning allows remote identification of comparatively small zones where structure of rocks and state of lining are changed. The authors analyze seismic vibration of rocks under hammering, which shows that peak spectral densities of elastic wave in rocks are conditioned by low-frequency (pendulum) wave generated at siltstone and coal interface, and are related with dimension of joints and with mechanical properties of rocks.
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Original Russian Text © V.N. Oparin, V.F. Yushkin, G.N. Polyankin, A.N. Grishin, A.O. Kuznetsov, D.E. Rublev, 2015, published in Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, 2015, No. 4, pp. 174–197.
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Oparin, V.N., Yushkin, V.F., Polyankin, G.N. et al. Geomechanical monitoring of temporal lining in railway tunneling in complex geological conditions. J Min Sci 51, 839–859 (2015). https://doi.org/10.1134/S1062739115040226
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DOI: https://doi.org/10.1134/S1062739115040226