Technical Papers
Nov 16, 2017

Strata Behaviors and Rock Burst–Inducing Mechanism under the Coupling Effect of a Hard, Thick Stratum and a Normal Fault

Publication: International Journal of Geomechanics
Volume 18, Issue 2

Abstract

The study of strata behaviors of hard, thick stratum (HTS) and faults in underground coal mines is significant to understanding and predicting the mechanism of rock bursts. By considering the occurrence of a HTS and a normal fault (NF), the strata behaviors and rock burst–inducing mechanism were studied using the universal distinct element code (UDEC) numerical simulation and field observation. The results show that prior to failure, a HTS continues to suspend and the lower strata breaks and moves easily because of fault cutting and fault activation. This process induces microseismic events accompanied by the release of a small amount of energy that concentrates near the fault and beneath the HTS. However, the mining stress concentrates and strain energy accumulates in the surrounding rocks because of the large-scale suspension of the HTS, thereby providing sufficient energy for rock bursts to occur. When the HTS suspension increases to the ultimate span, the HTS breaks and slips along the fault plane. Moreover, the fault-plane stress varies notably and the fault slipping is clear. These conditions indicate that the fault activates and destabilizes violently. A large amount of strain energy is released because of the HTS failure and fault slipping, easily inducing violent rock bursts. Hence, the mechanism that induces rock bursts can be divided into two stages: the accumulation of strain energy prior to HTS failure and the release of strain energy because of the coupling effect of HTS failure and fault slipping. In particular, more attention should be paid to the latter stage.

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Acknowledgments

This paper was financially supported by the National Natural Science Foundation of China (Grants 51574155 and 51374139), Natural Science Foundation of Shandong Province (Grant ZR2013EEM018), Scientific Research Innovation Team Support Plan of Shandong University of Science and Technology and Tai’an Science and Technology Development Plan of Shandong Province (Grant 2015ZC1058), Science and Technology Innovation Fund of College of the Mining and Safety Engineering, Shandong University of Science and Technology (Grant KYKC17008), and State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology (Grant SKLGDUEK1725).

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 18Issue 2February 2018

History

Received: Aug 2, 2016
Accepted: Jul 31, 2017
Published online: Nov 16, 2017
Published in print: Feb 1, 2018
Discussion open until: Apr 16, 2018

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Authors

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Pu Wang
Ph.D. Student, State Key Laboratory of Mining Disaster Prevention and Control, Shandong Univ. of Science and Technology, Qingdao 266590, China.
Lishuai Jiang [email protected]
Lecturer, State Key Laboratory of Mining Disaster Prevention and Control, Shandong Univ. of Science and Technology, Qingdao 266590, China (corresponding author). E-mail: [email protected]
Jinquan Jiang
Professor, State Key Laboratory of Mining Disaster Prevention and Control, Shandong Univ. of Science and Technology, Qingdao 266590, China.
Pengqiang Zheng
Lecturer, Dept. of Resources and Civil Engineering, Shandong Univ. of Science and Technology, Tai’an 271000, China.
Wei Li
Ph.D. Student, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China.

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