Show simple item record

contributor authorQinglong Zhou
contributor authorDapeng Liu
date accessioned2022-12-27T20:35:56Z
date available2022-12-27T20:35:56Z
date issued2022/11/01
identifier other(ASCE)GM.1943-5622.0002554.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287650
description abstractIn underground mining, sudden fault reactivation is the root cause of many types of mine disasters, including mine seismicity, water inrush, roof collapse, and gas outburst. The accurate assessment of the risk of mining-induced fault reactivation is important in disaster prevention in near-fault mining. In this study, based on the stress ratios of the three principal stresses under the Andersonian stress state, we introduce a new mode for defining the stress regimes and a new 3D stress-ratio-based approach for the tendency analysis of fault reactivation by extending the original Morris's theory of fault slip-tendency. Our analyses showed that the reactivation tendency of a fault in a stress field is correlated with the stress ratios, whether the correlation is positive or negative depends on the stress regime of the stress field. Considering the abutment stress effects in front of the working face, an approach to the tendency analysis of mining-induced fault reactivation is also proposed using the stress-ratio-based algorithm. Taking the No. 8101 mining face of the Wangzhuang mine as the engineering background, a case study is presented to demonstrate the application of our proposed method in actual mining practice for predicting the risk of fault reactivation. The proposed method is a practical technique and can be applied widely for any mining methods, stress regimes, and fault orientations.
publisherASCE
title3D Stress-Ratio-Based Method on the Tendency Analysis of Mining-Induced Fault Reactivation
typeJournal Article
journal volume22
journal issue11
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0002554
journal fristpage04022202
journal lastpage04022202_10
page10
treeInternational Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 011
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record