Development and Improvement of Borehole Methods for Estimating and Monitoring the Stress-Strain State of Engineering Underground Structures
a:2:{s:4:"TEXT";s:103:"M. V. Kurlenya, V. D. Baryshnikov, D. V. Baryshnikov, L. N. Gakhova, V. G. Kachal’skii, A. P. Khmelinin";s:4:"TYPE";s:4:"text";}
Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences, Novosibirsk, 630091 Russia
Keywords: смещение, деформация, напряженно-деформированное состояние, скважинный деформометр, инклинометр, инструментальные наблюдения, массив горных пород, железобетонная обделка, Displacement, deformation, stress-strain state, borehole deformation gauge, inclinometer, instrumental monitoring, rock mass, reinforced concrete lining
Abstract
The software and hardware tools for the instrumental estimation and control of the geomechanical state of engineering structures are presented. A description of the proposed technique for measuring radial and longitudinal displacements of check borehole contour is given. A research methodology and interpretation of experimental data with analysis and control of the stress-strain state of engineering structures are proposed. The results of testing the developed software and hardware in the conditions of industrial enterprises are presented.
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