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Research on Temperal-spatial Characteristics of Microseismic Activity in Hard Rock Tunnel at Baihetan Hydropower Station

机译:白六季水电站硬岩隧道微震活动的温度研究研究

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The underground cavern group of Baihetan hydropower station is characteristic with complex geological condition, large buried depth and high stress, the local failures of surrounding rock mass which often occurred frequently during the construction process. To study the mechanisms of failures result from the unloading effect of excavation, in situ microseismic monitoring system was established on the No.1 construction branch tunnel of spillway tunnel located on the left bank of Baihetan Hydropower Station, the relation between microseismic activity, geological condition and failures of surrounding rock is studied. The results show that: 1) the region with abundant underground water was hard to gather stress and energy quickly in short time. 2) a low excavation rate weakened the risk of the failure of the surrounding rock of hard rock tunnel because of the unload effect of excavation. 3) the microseismic events were more active on north side of the tunnel and assembled on the north spandrel with opening structure plane.4) the risk of rockburst in the microseismic monitoring tunnel during the excavation is low. The research results provide reference for the optimization of the excavation and support and are meaningful for reducing the risk of the rock failures during the excavation.
机译:Baihetan水电站的地下洞穴组是具有复杂地质条件,大埋藏深度和高应力的特征,周围岩体的局部故障通常经常发生在施工过程中。为了研究失败的机制,由于挖掘机的卸载效果,原位微震监测系统成立于位于百日度水电站左岸的溢洪道隧道的第1隧道隧道中,是微震活动,地质条件的关系研究了周围岩石的故障。结果表明:1)内地下水丰富的地区很难在短时间内快速收集压力和能量。 2)由于挖掘效应,低挖掘率削弱了硬岩隧道周围岩石故障的风险。 3)微震事件在隧道的北侧更加活跃,并在开放结构平面上组装在北方南部的南部.4)挖掘过程中微震监测隧道中摇滚乐的风险低。研究结果为优化挖掘和支持提供了参考,并对减少挖掘过程中岩石故障的风险有意义。

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