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ORIGINAL RESEARCH article
Front. Earth Sci.
Sec. Solid Earth Geophysics
Volume 13 - 2025 | doi: 10.3389/feart.2025.1516970
This article is part of the Research Topic Experimental and Numerical Simulations of Rock Physics View all 14 articles
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The spatiotemporal rule of pressure release of rock-coal strata in the mining zone is the theoretical basis for the prevention and control of dynamic disasters during the mining of the stress-concentration stratum. Taking the mining of the upper protective layer of Hulusu Coal Mine located in Ordos City, Inner Mongolia Autonomous Region, China as the engineering background, based on the theory of elastic-plastic mechanics, the pressure relief law of the underlying coal and rock under the upper protective layer mining was studied from different scales through rock mechanics experiments, numerical simulation calculations, and on-site industrial experiments. The stress field and displacement field spatiotemporal evolution law of the underlying coal and rock under the upper protective layer mining were simulated and calculated using the 3 Dimension Distinction Element Code. The Brillouin Optical Time Domain Analysis distributed fiber optic sensing technology was used to monitor the deformation and unloading dynamic process of different rock-coal strata under the mining floor in real-time. The results indicate that the stress changes in the underlying rock-coal strata during the mining of the upper stress-concentration stratum can be divided into 4 phases: in-situ stress, stress-concentration, stress release, and stress restoration. Due to the uneven distribution of the waste rock collapse in the mined-out area, the stress in the mined-out area is alternately distributed in the unloading stable zone, unloading recovery zone, and boosting zone. The mining-induced stress distribution curve in the protected coal seam changes from a U-shape to a W-shape, and then to a "WWW" shape. The stress-relieving effect of the upper stress-concentration stratum mining is significant, but the stress-relieving parameters vary due to time and spatial factors. The research results have important theoretical and practical significance for guiding the layout and key parameter design of stress-concentration stratum mining.
Keywords: Upper stress-concentration stratum, The stress-relieving effect, Rock mechanics tests, numerical simulation, Field monitoring
Received: 25 Oct 2024; Accepted: 20 Feb 2025.
Copyright: © 2025 Lei, Chai, Zheng, Zhao, Wang, Liu, Zhang and Yang. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.
* Correspondence:
Wulin Lei, Longdong University, Qingyang, China
Disclaimer: All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article or claim that may be made by its manufacturer is not guaranteed or endorsed by the publisher.
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