ACOUSTIC EMISSION AND TEMPERATURE VARIATION IN FAILURE PROCESS OF HARD ROCK PILLARS SANDWICHED BETWEEN THICK COAL SEAMS OF EXTREMELY STEEP
LAI Xingping1,2,SUN Huan1,2,SHAN Pengfei1,2,WANG Chunlong1,2,CUI Na1,2,YANG Yiran1,2
(1. School of Energy and Resource,Xi'an University of Science and Technology,Xi'an,Shaanxi 710054,China;
2. Key Laboratory of Western Mines and Hazard Prevention,Ministry of Education,Xi'an University of Science and Technology,Xi'an,Shaanxi 710054,China)
Abstract:Stability analysis of hard rock pillars is significant for hazards prediction to the mining of thick coal seams of extremely steep. Modeling the hard and extremely steep rock pillar experimentally was accomplished with the composite-loading facility. The temperature and acoustic emission(AE) parameters were recorded with the infrared thermal instruments and AE sensors. Areas of heat radiation on the surface of rock pillar were found to emerge with a low temperature area near the boundary,a middle temperature area between boundaries,and a high temperature area across the boundary. The hard rock pillars experienced different stages including the elastic deformation,the micro ruptures and the fracturing instability. The accumulation ratio of AE energy was increased continuously and the temperature in the radiation area was decreased gradually. The reasons of AE and temperature variation during the hard rock pillar failure were the thermo-elastic transformation effect and thermo-friction effect.
来兴平1,2,孙 欢1,2,单鹏飞1,2,王春龙1,2,崔 娜1,2,杨毅然1,2. 急倾斜坚硬岩柱动态破裂“声–热”演化特征试验[J]. 岩石力学与工程学报, 2015, 34(11): 2285-2292.
LAI Xingping1,2,SUN Huan1,2,SHAN Pengfei1,2,WANG Chunlong1,2,CUI Na1,2,YANG Yiran1,2. ACOUSTIC EMISSION AND TEMPERATURE VARIATION IN FAILURE PROCESS OF HARD ROCK PILLARS SANDWICHED BETWEEN THICK COAL SEAMS OF EXTREMELY STEEP. , 2015, 34(11): 2285-2292.
刘善军,吴立新,王金庄,等. 遥感-岩石力学(VI)—岩石摩擦滑移特征及其影响因素分析[J].岩石力学与工程学报,2004,23(8): 1 247-1 251.(LIU Shanjun,WU Lixin,WANG Jinzhuang,et al. Remote sensing-rock mechanics(VI)—Features of rock friction-sliding and analysis on its influence factors[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(8):1 247-1 251.(in Chinese))
Your browse does not support frame!