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《Chinese Journal of Rock Mechanics and Engineering》 2007-05
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EXPERIMENTAL STUDY ON ROCKBURST PROCESSES OF GRANITE SPECIMEN AT GREAT DEPTH

HE Manchao1,2,MIAO Jinli1,2,LI Dejian1,2,WANG Chunguang1,2(1.School of Mechanics and Civil Engineering,China University of Mining and Technology,Beijing 100083,China;2.State Key Laboratory of Coal Resources and Mine Safety,China University of Mining and Technology,Beijing 100083,China)  
Rockburst is a nonlinear dynamical phenomenon when large amounts of energies release along free surface during excavation within underground rock masses at great depth.An experimental system has been designed to reproduce such a natural rockburst phenomenon by means of two processes,one is true triaxial stress loading process to simulate in-situ stresses;and the other is surface unloading process with unloading one direction stress fast to produce a free surface.During the process of one direction unloading,the stresses in other two directions are kept original or the loads in one direction increase with the other steady.Ten of granite plate specimens are tested.The relation curves of stress and time in the entire process of granite rockbursts are acquired based on the results of collected data.The experimental results show that the process of granite rockburst includes four stages—calm period,small grains ejection,rock flakes and /or grains ejection and collapse entire fracture.Rockburst intensity is defined by the ratio of maximum principal stress σ1 to uniaxial compression strength σc.According to the time between the unloading and the beginning of the rockburst,three types of rockbursts are classified,instant rockburst,standard rockburst and delayed rockburst.The microcosmic characteristic of the granite after rockburst fracture is analyzed.Three fracture styles of rockburst are classified—local grains ejection failure,flake spalling failure and block collapse failure.The mechanism of rockburst is preliminarily discussed.It is of great importance to study rockburst mechanism and to prevent rockburst in deep coal mine engineering.
【Fund】: 国家重点基础研究发展计划(973)项目(2006CB202200);; 国家自然科学基金重大项目(50490270);; 国家基金委创新群体基金资助项目(50221402)
【CateGory Index】: TU458
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4 SHI Xiuzhi~1,ZHOU Jian~1,DONG Lei~1,HU Haiyan~1,WANG Huaiyong~(1,2),CHEN Shouru~1 (1.School of Resources and Safety Engineering,Central South University,Changsha,Hunan 410083,China; 2.China Enfei Engineering Corporation,Beijing 100038,China);APPLICATION OF UNASCERTAINED MEASUREMENT MODEL TO PREDICTION OF CLASSIFICATION OF ROCKBURST INTENSITY[A];[C];2010
5 FAN Peng-xian,WANG Ming-yang,YUE Song-lin (State Key Laboratory for Explosion & Impact and Disaster Prevention & mitigation,PLA University of Science & Technology,Nanjing,210007);Review on the evolution law,mechanics and prevention of strain rockburst[A];[C];2012
6 DING Yu (Institute of Geotechnical and Underground Engineering,Beijing University of Technology,Beijing,100124 );Study on Rockburst Intensity Prediction Method Based on Support Vector Machine[A];[C];2012
7 Xu Jinyu;Liu Shi;Sun Huixiang (Department of Airfield and Building Engineering,Air Force Engineering University,Xi'an 710038,China);Investigation on Impact Test of Sandstone after Thermal Effects[A];[C];2013
8 ZHANG Xiao-jun,WANG Dong,XIAO Chao,ZHENG Huai-chang (School of Resources and Environment,Shandong University of Technology,Zibo,Shandong 255049,China);Test of rockburst in straight-wall-top-arch roadways(tunnels) and its splitting and shearing failure analysis[A];[C];2013
9 WANG Ai-wen~(1,2),PAN Yi-shan~(1,2),LI Zhong-hua~(1,2,)LIU Chun-sheng~3,HAN Rong-jun~3,LV Xiang-feng~1,LU Hong-qi~3 (1.School of Mechanics and Engineering,Liaoning Technical University,Fuxin 123000 China;2.Research Institute of Rock Burst, Liaoning Technical University,Fuxin,123000 China;3.Yima Coal Industry Group Co.Ltd,Henan,Yima,472300 China);SIMILAR EXPERIMENTAL STUDY ON ROCKBURST INDUCED BY MINING DEEP COAL SEAM UNDER THE ACTION OF FAULT[A];[C];2013
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