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| ANALYSES OF THREE PARAMETERS FOR STRAIN MODE ROCKBURST AND EXPRESSION OF ROCKBURST POTENTIAL |
| SHANG Yanjun1,ZHANG Jingjian2,FU Bingjun3 |
(1. Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029,China;2. North China Institute of Water Conservancy and Hydroelectric Power,Zhengzhou,Henan 450011,China;
3. Chinese Society for Rock Mechanics and Engineering,Beijing 100029,China) |
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Abstract On the basis of the 5-factors comprehensive method for rockburst classification,the authors put forward an empirical criterion for expressing rockburst potential and intensity. The field investigation and statistic analyses are carried out with help of interaction matrix approach. The proposed criterion is called rockburst potential ,where is maximum value of shear stress in sides walls; is tensile strength; is the intactness index of rock mass. Corresponding to the 4 grades as intense,moderate,weak and no rockburst,the 3 boundary values are presented as 1.7,3.3 and 9.7. General calculation for depths of H = 1 000 and 2 000 m(lateral coefficient = 1.0),the values are 3.3 and 6.5,corresponding to upper limit of weak rockburst,and median of moderate rockburst,respectively. Case studies for application show the feasibility and reliability of the index .
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Received: 05 November 2012
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| [1] 谷德振. 岩体工程地质力学基础[M]. 北京:科学出版社,1979:207.(GU Dezhen. Fundamentals of engineering geomechanics of rock mass[M]. Beijing:Science Press,1979:207.(in Chinese))
[2] 张镜剑,傅冰骏. 岩爆及其判据和防治[J]. 岩石力学与工程学报,2008,27(10):2 034–2 042.(ZHANG Jingjian,FU Bingjun. Rockburst and its criteria and control[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(10):2 034–2 042.(in Chinese))
[3] ZHANG J J,FU B J,LI Z K,et al. Criterion and classification for strain mode rockbursts based on five-factor comprehensive method[C]// QIAN Q H,ZHOU Y X ed. Harmnonising Rock Engineering and the Environment. [S. l.]:[s. n.],2011:562–563.
[4] HOEK E,BROWN E T. Underground excavation in rock[M]. London:Instn Min. Metall.,1980:1–76.
[5] RUSSENSE B F. Analyses of rockburst in tunnels in valley sides (in Norwegian)[M. S. Thesis][D]. Trondheim:Norwegian Institute of Technology,1974.
[6] 徐林生,王兰生. 二郎山公路隧道岩爆发生规律与岩爆预测研究[J]. 岩土工程学报,1999,21(5):569–572.(XU Linsheng,WANG Lansheng. Study on the laws of rockburst and its forecasting in the tunnel of Erlang Mountain road[J]. Chinese Joumsl of Geotechnical Engineering,1999,21(5):569–572.(in Chinese))
[7] 姚宝魁,张承娟. 高地应力坝区硐室围岩岩爆及其断裂破坏机 制[J]. 水文地质工程地质,1985,(6):17–20.(YAO Baokui,ZHANG Chengjuan. Rockburst and fracturing failure mode in underground power house at dams with high in-situ stress[J]. Hydrogeology and Engineering Geology,1985,(6):17–20.(in Chinese))
[8] TURCHANINOV I A. Interrelation between the stressed state of rocks and their properties[J]. Journal of Mining Science,1978,14(2):140–144.
[9] 陶振宇. 高地应力区的岩爆及其判别[J]. 人民长江,1987,(5):25–32.(TAO Zhenyu. Rockburst in high geostress area and assessment[J]. Yangtze River,1987,(5):25–32.(in Chinese))
[10] 中华人民共和国国家标准编写组. GB50218—94工程岩体分级标准[S]. 北京:中国计划出版社,1995.(The National Standards Compilation Group of People?s Republic of China. GB50218—94 Standard for engineering classification of rock mass[S]. Beijing:China Planning Press,1995.(in Chinese))
[11] KIDYBINSKI A. Bursting liability indices of coal[J]. International Journal of Rock Mechanics and Mining Sciences,1981,18(6):295–304.
[12] 谷明成,何发亮,陈成宗. 秦岭隧道岩爆的研究[J]. 水电工程研究, 2001,(3/4):19–26.(GU Mingcheng,HE Faliang,CHEN Chengzong. Study on rockburst in Qinling tunnel[J]. Hydropower Engineering Research,2001,(3/4):19–26.(in Chinese))
[13] 谭以安,孙广忠,郭 志. 岩爆岩石弹射性能综合指数Krb判据[J]. 地质科学,1991,(2):193–199.(TAN Yi?an,SUN Guangzhong,GUO Zhi. A composite index Krb criterion for ejection characteristics of the burst rock[J]. Chinese Journal of Geology,(2):193–199.(in Chinese))
[14] 中国岩石力学与工程学会,中国水电工程顾问集团成都勘测设计研究院. 锦屏一级水电站地下厂房围岩稳定与支护技术咨询报告[R]. 北京:中国岩石力学与工程学会,2009.(Chinese Society for Rock Mechanics and Engineering,Chengdu Engineering Corporation. The consultation report for stability analysis of surrounding rocks and the key technology of supporting for Jinping I hydropower station underground power house[R]. Beijing:Chinese Society for Rock Mechanics and Engineering,2009.(in Chinese))
[15] 贾愚如,范正绮. 水工地下洞室中的岩爆机制与判据[J]. 水力发电,1990,(6):30–34.(JIA Yuru,FAN Zhengqi. Mechanism of rockburst and criterion for underground hydroprojects[J]. Water Power,1990,(6):30–34.(in Chinese))
[16] 陈卫东. 太平驿水电站地下开挖的工程地质问题及其处理措施[J]. 四川水利发电,1999,18(3):9–14.(CHEN Weidong. Engineering geological problems during underground excavation of Taipingyi hydroelectric power station and countermeasures[J]. Sichuan Water Power,1999,18(3):9–14.(in Chinese))
[17] 张镜剑,傅冰骏,尚彦军. 应变型岩爆地区工作方法初探[J]. 岩石力学与工程动态,2011,(3):35–47.(ZHANG Jingjian,FU Bingjun,SHANG Yanjun. Methods for study of strain mode rockburst[J]. News Journal of CSRME,2011,(3):35–47.(in Chinese))
[18] 蔡美峰,王金安,王双红. 玲珑金矿深部开采岩体能量分析与岩爆综合预测[J]. 岩石力学与工程学报,2001,20(1):38–42.(CAI Meifeng,WANG Jin?an,WANG Shuanghong. Analysis of energy distribution and prediction of rockburst during deep mining excavation in Linglong gold mine[J]. Chinese Journal of Rock Mechanics and Engineering,2001,20(1):38–42.(in Chinese))
[19] 唐礼忠,潘长良,谢学斌. 深埋硬岩矿床岩爆控制研究[J]. 岩石力学与工程学报,2003,22(7):1 067–1 071.(TANG Lizhong,PAN Changliang,XIE Xuebin. Control of rockbursts induces in deep level mining of hard rocks[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(7):1 067–1 071.(in Chinese))
[20] 季良杰,李文慧,刘 波. 二滩水电站地下厂房洞室群围岩变形机制研究[J]. 水电工程研究,2000,(4):68–80.(JI Liangjie,LI Wenhui,LIU Bo. Study on mechanism of surrounding rock deformation in Ertan hydropower station underground power house[J]. Hydropower Engineering Research,2000,(4):68–80.(in Chinese))
[21] 罗尔夫•威廉,杨 超. 二滩水电站地下工程岩爆及其防护[J]. 国际水力发电,1999,(2):36–39.(ROLF William,YANG Chao. Rockbursts in underground engineering of Ertan hydropower station and prevention measures[J]. International Hydropower,1999,(2):36–39.(in Chinese))
[22] 雷登宪,李景玉. 瀑布沟水电站地下洞室开挖中岩爆的预防与治理[J]. 水电站设计,2010,26(1):80–82.(LEI Dengxian,LI Jingyu. Prevention and control of rockbursts during underground excavation of Pubugou hydropower station[J]. Design of Hydroelectric Power Station,2010,26(1):80–82.(in Chinese))
[23] 陈 祥,祁小博,蔡新滨,等. 可拓综合评价方法在岩爆判别中的应用[J]. 北京交通大学学报,2009,33(1):99–108.(CHEN Xiang, QI Xiaobo,CAI Xinbin,et al. Extensional evaluation method and its application in the judgments of rockburst[J]. Journal of Beijing Jiaotong University,2009,33(1):99–108.(in Chinese))
[24] 吴德兴,杨 健. 苍岭特长公路隧道岩爆预测和工程对策[J]. 岩石力学与工程学报,2005,24(21):3 965–3 971.(WU Dexing,YANG Jian. Prediction and countermeasure for rockburst in Cangling mountain highway tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(21):3 965–3 971.(in Chinese))
[25] 钱七虎. 岩爆机制的简化分析和决定性参数的思考[C]// 中国科协学术部编. 岩爆机制探索. 北京:中国科学技术出版社,2011:3–13. (QIN Qihu. Simplified analysis of rockburst mechanism and considerations of determinative parameters[C]// Academic Department,China Association for Science and Technology ed. Explore Rockburst Mechanism. Beijing:China Science and Technology Press,2011:3–13.(in Chinese))
[26] 唐春安,王继敏. 岩爆及其微震监测预报-可行性与初步实践[J]. 岩石力学与工程动态 2010,(1):43–55.(TANG Chun?an,WANG Jimin. Microseismic monitoring and prediction of rockburst-feasibility and primary practice[J]. News Journal of CSRME,2010,(1):43–55.(in Chinese))
[27] 何满潮. 岩爆机制及其判别准则探讨[C]// 中国科协学术部编. 岩爆机制探索. 北京:中国科学技术出版社,2011:14–22.(HE Manchao. Exploration of judement criterion and rockburst mechanism[C]// Academic Department,China Association for Science and Technology ed. Explore Rockburst Mechanism. Beijing:China Science and Technology Press,2011:14–22.(in Chinese))
[28] 冯夏庭,张传庆,陈炳瑞,等. 岩爆孕育过程的动态调控[J]. 岩石力学与工程学报,2012,31(10):1 983–1 997.(FENG Xiating,ZHANG Chuanqing,CHEN Bingrui,et al. Dynamic control of rockburst evolution process[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(10):1 983–1 997.(in Chinese))
[29] 钱七虎. 地下工程建设安全面临的挑战与对策[J]. 岩石力学与工程学报,2012,31(10):1 945–1 956.(QIAN Qihu. Challenges faced by underground projects construction safety and countermeasures[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(10):1 945–1 956.(in Chinese))
[30] KAISER P K,MCCREATH D R,TANNANT D D. Canadian rockburst support handbook[R]. Sudbury:Geomechanics Research Centre,Laurentian University,1996.
[31] STACEY T R,ORTLEPP W D. Tunnel surface support-capacities of various types of wire mesh and shotcrete under dynamic loading[J]. Journal of South Africa Institute of Mining and Metallurgy,2001,101(7):337–342. |
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