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PHYSICS OF ROCKS AND PROCESSES
Название Change in the correlation characteristics of acoustic noise in sonic testing of rocks under uniaxial mechanical loading
DOI 10.17580/gzh.2016.06.03
Автор Shkuratnik V. L., Nikolenko P. V., Kormnov A. A.
Информация об авторе

National University of Science and Technology MISIS, Moscow, Russia:

V. L. Shkuratnik, Professor, Doctor of Engineering Sciences, ftkp@mail.ru
P. V. Nikolenko, Associate Professor, Candidate of Engineering Sciences
A. A. Kormnov, Post-Graduate Student

Реферат

The experimental research findings allow determining mechanisms of change in the correlation characteristics of acoustic noise in sonic tests of rock salt specimens under uniaxial mechanical loading. The interconnection between these characteristics and stages of deformation is shown for the events of coincident and orthogonal orientations of loading and sonic testing. It is emphasized that the transition from the elasto-plasticity to plastic stage of limit deformation is accompanied by the abnormally high change in the related informational parameters of the correlation control and by the inversion of sign of this change. It is suggested to use this mechanism in prediction of impendent rock failure. The comparative assessment is given for the influence of stresses on such informational control parameters as dispersion and autocorrelation function period, and coefficient and correlation window of cross-correlation function of received signals. It is noticed that the use of continuous noise signals rather than traditional impulse signals enables considerable reduction in amplitude of transmitting acoustic transducer voltage and, thus, simplifies engineering of spark- and explosion-proof ultrasonic control equipment. In terms of the experimental estimate of condition of rib pillars, it is found that the ultrasonic control method in the real-time crosshole sonic testing regime makes it possible to obtain data on spatial stress distribution in rocks around underground excavations. The article shows that the measure of discrepancy of acoustic noise in the zones of relaxation, in situ stress and abatement pressure is much higher than the same differences in the elastic P-wave velocities conventionally used in geo-control. This fact conditions efficiency of informational correlation parameters in determining occurrence depth of abatement pressure zone maximum and its displacement upon increased damage of adjacent rock mass.
The study has been supported by the Ministry of Education of the Russian Federation in the framework of state assignment No. 2014/113, Project No. 504.

Ключевые слова Rock mass, stress–strain state, geo-control, ultrasound, correlation processing, noise
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