Control technology of surrounding rock stability based on compensation theory in gob-side entry retaining with composite hard roof  

作　　者：MING Can HE Manchao WANG Jiong LIU Jianning COLI Massimo 

机构地区：[1]State Key Laboratory for Tunnel Engineering,China University of Mining and Technology(Beijing),Beijing 100083,China [2]School of Mechanics and Civil Engineering,China University of Mining and Technology(Beijing),Beijing 100083,China [3]Department of Earth Sciences,University of Florence,Firenze 50121,Italy

出　　处：《Journal of Mountain Science》2025年第3期1029-1047,共19页山地科学学报(英文)

基　　金：This work described herein was supported by the Program of China Scholarship Council(202206430008);the National Natural Science Foundation of China(NSFC)(52074300 and 52304111);the Yueqi Young Scholars Project of China University of Mining and Technology Beijing(2602021RC84);the Guizhou province science and technology planning project([2020]3007 and[2020]2Y019).

摘　　要：The 110-mining method,a rising and revolutionary non-pillar longwall mining method,can obviously expand coal extraction ratio and minimize roadway incidents.However,in case of composite hard roof,problems such as difficulty in commanding the entry steadiness and insufficient fragmentation and bulking of the goaf gangue are prevalent.In this study,a 110-mining method for roadway surrounding rock stability control technology based on a compensation mechanism was proposed.First,the composite hard roof cutting short cantilever beam(SCB)model was built and the compensation mechanism including stress and space dual compensation was studied.Subsequently,the controllable elements influencing the roadway steadiness were confirmed to consequently put forward a control technology based on stress compensation for entry support and space compensation for the fragmentation and bulking of goaf gangue.The control technology was finally verified through onsite engineering experiments in terms of composite hard roof.The adoption of the 110-mining method with compensation control technology indicated good support effect on the roadway.The initial and residual expansion coefficients of the goaf gangue increased by 0.6 and 0.6,respectively,and the maximum and average working resistances of the working face support decreased by 10.9%and 13.8%,respectively.Consequently,the deformations of reserved entry decreased,and entry steadiness was enhanced.The presented technique and effects got probably have practical values for non-pillar mining functions in comparable field.

关 键 词：Retained roadway Short cantilever beam Compensation theory Roadway stability control Pressure relief Industrial test 

分 类 号：TD353[矿业工程—矿井建设]