RESEARCH ON STABILITY OF RECONSTRUCTED UNDERGROUND ARTIFICIAL STRUCTURE IN MINING ENVIRONMENT BY COMPREHENSIVE METHOD AND ITS APPLICATION
ZHOU Keping1，ZHU Heling1，2，GAO Feng1
(1. School of Resources and Safety Engineering，Central South University，Changsha，Hunan 410083，China；
2. Coal Bureau of Chenzhou City，Chenzhou，Hunan 423000，China)
Abstract：The stability research on underground space project such as mining is always a popular issue in geotechnical engineering. Based on the analysis and summary of the research achievement of underground structure stability at home and abroad in recent years，an organic combination of the mathematical analysis method，experience analogy method，similar model test method，a numerical simulation method and field monitoring method is tried；a comprehensive analysis method for researching on underground artificial structure stability is put forward. The comprehensive analysis method is applied to engineering practice；and realization of feasibility of mining safety and high-efficiency stoping through the mining environment under the condition of loose and fractured ore rock is discussed. The research result shows that this comprehensive evaluation method is feasible and practical，so as to provide scientific reference for such complicated problems.
周科平1，朱和玲1，2，高 峰1. 采矿环境再造地下人工结构稳定性综合方法研究与应用[J]. 岩石力学与工程学报, 2012, 31(7): 1429-1436.
ZHOU Keping1，ZHU Heling1，2，GAO Feng1. RESEARCH ON STABILITY OF RECONSTRUCTED UNDERGROUND ARTIFICIAL STRUCTURE IN MINING ENVIRONMENT BY COMPREHENSIVE METHOD AND ITS APPLICATION. , 2012, 31(7): 1429-1436.
[1] 陈庆发，周科平. 低标号充填体对采矿环境结构稳定性作用机制研究[J]. 岩土力学，2010，31(9)：2 811–2 816.(CHEN Qingfa，ZHOU Keping. Action mechanism of low-grade backfill on stability of mining environment structure[J]. Rock and Soil Mechanics，2010，31(9)：2 811–2 816.(in Chinese))
[2] 李一帆，张建明，邓 飞，等. 深部采空区尾砂胶结充填体强度特性试验研究[J]. 岩土力学，2005，26(6)：865–868.(LI Yifan，ZHANG Jianming，DENG Fei，et al. Experimental study on strength characteristics of tailings cement backfilling at deep-seated mined-out area[J]. Rock and Soil Mechanics，2005，26(6)：865–868.(in Chinese))
[3] 朱维申，李 勇，张 磊，等. 高地应力条件下洞群稳定性的地质力学模型试验研究[J]. 岩石力学与工程学报，2008，27(7)：1 308–1 314.(ZHU Weishen，LI Yong，ZHANG Lei，et al. Geomechanical model test on cavern group under high geostress[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(7)：1 308–1 314.(in Chinese))
[4] 周科平，高 峰，古德生. 采矿环境再造与矿业发展新思路[J]. 中国矿业，2007，16(4)：34–36.(ZHOU Keping，GAO Feng，GU Desheng. Mining environment regenerating and new thoughts on the development of mining industry[J]. China Mining Magazine，2007，16(4)：34–36.(in Chinese))
[5] 周科平，朱和玲，肖 雄，等. 采矿环境再造连续开采地压演化过程的控制与仿真[J]. 中南大学学报：自然科学版，2008，39(3)：417–422.(ZHOU Keping，ZHU Heling，XIAO Xiong，et al. Control and simulation of ground pressure evolutional process based on reconstructed mining environment and continuous caving method[J]. Journal of Central South University：Science and Technology，2008，39(3)：417–422.(in Chinese))
[6] 张子新，廖一蕾. 基于块体理论赤平解析法的地下水封油库围岩稳定性分析[J]. 岩石力学与工程学报，2010，29(7)：1 339–1 347. (ZHANG Zixin，LIAO Yilei. Stability analysis of surrounding rock mass of water-tight oil storage using block theory based on stereo- analytical method[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(7)：1 339–1 347.(in Chinese))
[7] 朱维申，李晓静，郭彦双，等. 地下大型洞室群稳定性的系统性研究[J]. 岩石力学与工程学报，2004，23(10)：1 689–1 693.(ZHU Weishen，LI Xiaojing，GUO Yanshuang，et al. Systematical study on stability of large underground houses[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(10)：1 689–1 693.(in Chinese))
[8] 肖林萍，赵玉光，申玉生. 双连拱隧道结构内力样式及围岩稳定性模型试验研究[J]. 岩石力学与工程学报，2005，24(23)：4 346–4 351. (XIAO Linping，ZHAO Yuguang，SHEN Yusheng. Model experimental study on style of structural internal force and stability of surrounding rock in double-arch tunnel[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(23)：4 346–4 351.(in Chinese))
[9] 张延新，蔡美峰，乔 兰，等. 高速公路隧道开挖与支护力学行为研究[J]. 岩石力学与工程学报，2006，25(6)：1 284–1 289.(ZHANG Yanxin，CAI Meifeng，QIAO Lan，et al. Study on mechanical response to excavation and support of expressway tunnel[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(6)：1 284–1 289.(in Chinese))
[10] 彭苏萍，孙连英，马春丽. 地下开采岩体变形综合分析方法及其应用[J]. 中国矿业大学学报，2002，31(1)：80–83.(PENG Suping，SUN Lianying，MA Chunli. Synthetical analysis method of rock movement in underground mining and case study[J]. Journal of China University of Mining and Technology，2002，31(1)：80–83.(in Chinese))
[11] 许传华，任青文，李 瑞. 地下工程围岩稳定性分析方法研究进展[J]. 金属矿山，2003，(2)：34–37.(XU Chuanhua，REN Qingwen，LI Rui. Advances in researching the stability analysis methods of the surrounding rock mass in underground engineering[J]. Metal Mine，2003，(2)：34–37.(in Chinese))
[12] 王成虎，张彦山，郭啟良，等. 工程区地应力场的综合分析法研究[J]. 岩土工程学报，2011，33(10)：1 562–1 568.(WANG Chenghu，ZHANG Yanshan，GUO Qiliang，et al. New integrated analysis method to analyze stress regime of engineering area[J]. Chinese Journal of Geotechnical Engineering，2011，33(10)：1 562– 1 568.(in Chinese))
[13] 严春风，刘东燕，张建辉. 岩土工程可靠度关于强度参数分布函数概型的敏感度分析[J]. 岩石力学与工程学报，1999，18(1)：36–39.(YAN Chunfeng，LIU Dongyan，ZHANG Jianhui. The susceptibility analysis of reliability for the probability distribution types of parameters in strength criterion[J]. Chinese Journal of Rock Mechanics and Engineering，1999，18(1)：36–39.(in Chinese))
2012, Vol. 31 
