锦屏二级水电站引水隧洞TBM开挖方案对岩爆风险影响研究

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Abstract To improve efficiency of construction and reduce the risk of site construction personnel and equipment，the 1#，3# diversion tunnel of Jinping II hydropower station adopt large-section TBM for construction. The full-section TBM construction under large buried depth，when encounter strong grade rock burst，it still may bring some damage to TBM equipment. Therefore，through the real time microseismic monitoring and numerical analysis，study the influence of TBM excavation scheme、heading construction on the risk of rock burst. The results show that，lowering the rate of construction，can reduce the risk of rock burst；pilot excavation and TBM joint construction is advantageous to prevent strong grade rock burst. The research results can provide important reference value for the safe and rapid excavation of TBM，will also provide reference for other similar project，it has an important engineering value.

Key words： deep buried long tunnel TBM excavation scheme rock burst evolution

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https://rockmech.whrsm.ac.cn/EN/Y2015/V34/I04/728

[1] 吴世勇，周济芳. 锦屏二级水电站长引水隧洞高地应力下开敞式硬岩隧道掘进机安全快速掘进技术研究[J]，岩石力学与工程学报，2012，30(1)：149–154.(WU Shiyong，ZHOU Jifang. Research on safe and fast tunneling technology by open-type hard rock tbm under high geostress of long diversion tunnels of jinping ii hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering，2012，30(1)：149–154.(in Chinese)) [2] 徐奴文，唐春安，周济芳，等. 锦屏二级水电站施工排水洞岩爆数值模拟[J]. 山东大学学报：工学版，2009，39(4)：134–139.(XU Nuwen，TANG Chunan，ZHOU Jifang，et al. Numerical simulation of rockburst on the drain tunnel in the jinping second level hydropower station[J]. Journal of Shandong University：Engineering Science，2009，39(4)：134–139.(in Chinese)) [3] 大连力软科技有限公司，雅砻江锦屏二级水电站引水隧洞、排水洞岩爆段微震监测技术服务总结报告，2011.(Dalian Mechanics Software Company，LTD，The summary report of microseismic monitoring technology service in diversion tunnels and drainage tunnels of Jinping Ⅱ hydropower station of Yalong River，December，2012.(in Chinese)) [4] 黄满斌. 深埋隧道岩爆机制与微震监测预警初探[硕士学位论文][D]. 2005.( HUANG Manbin. Study on Mechanism and microseismic Monitoring for Rockburst in Deep Tunnels[master degree thesis][D]. May 11th，2005.(in Chinese)) [5] TANG CA，WANG JM，ZHANG JJ. Preliminary engineering application of microseismic monitoring technique to rockburst prediction in tunneling of Jinping II project[J]. J Rock Mech Geotech Eng，2011，2(3)：193–208. [6] 王文星，潘长良，冯涛. 确定岩石岩爆倾向性的新方法及其应用[J]. 有色金属设计，2001，28(4)：42–46.(WANG Wenxing，PAN Changliang，FENG Tao. The new methods for determining rock-burst proneness of rock[J]，Nonferrous Metals Design，2001，28(4)：42–46.(in Chinese)) [7] 左宇军，李夕兵，唐春安，等. 二维动静组合加载下岩石破坏的试验研究[J]. 岩石力学与工程学报，2006，25(9)：1 809–1 820.(ZUO Yujun，LI Xibing，TANG Chun′an，et al. Experimental investigation on failure of rock subjected to 2D dynamic-static coupling loading[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(9)：1 809–1 820.(in Chinese)) [8] 陈景涛，冯夏庭. 高地应力条件下岩石的真三轴试验研究[J]. 岩石力学与工程学报，2006，25(8)：1 537–1 543.(CHEN Jingtao，FENG Xiating. True triaxial experimental study on rock with high geostress[J]. 2006，25(8)：1 537–1 543. (in Chinese)). [9] CHEON DS，JEONS， PARKC，et al. An experimental study on the brittle failure under true triaxial conditions[J]. Tunnelling and Underground Space Technology，2006，21(3)：448–449. [10] ALEXEEVAD，REVVAVN，ALYSHEVNA，et al. True triaxial loading apparatus and its application to coal outburst prediction[J]. International Journal of Coal Geology，2004，58 (2) ：245–250. [11] 陈炳瑞，冯夏庭，曾雄辉，等. 深埋隧洞TBM掘进微震实时监测与特征分析[J]. 岩石力学与工程学报，2011，30(2)：275–283.CHEN Bingrui，FENG Xiating，ZENG Xionghui，et al. Real-time microseismic monitoring and its characteristic analysis during TBM tunneling in deep-buried tunnel[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(2)：275–283.(in Chinese))