雅砻江锦屏二级水电站皮带输送隧洞施工中的地质问题分析及其处理措施  

GEOLOGICAL PROBLEMS ENCOUNTERED IN ROCK TUNNEL AT JINPING Ⅱ HYDROELECTRIC POWER STATION AND THEIR TREATMENT MEASURES

作　　者：刘建友[1] 伍法权[1] 卢丙清 刘彤[1] 梁宁[1] 薛继洪 衣晓强[1] 

机构地区：[1]中国科学院地质与地球物理研究所,北京100029 [2]重庆市地质矿产勘查开发局南江水文地质工程地质队,重庆401147 [3]马蒂技术有限公司

出　　处：《工程地质学报》2009年第5期590-596,共7页Journal of Engineering Geology

摘　　要：重力坍塌、脆性破坏和楔形掉块是锦屏二级水电站皮带输送隧洞施工中存在的主要地质问题。重力坍塌主要存在于Ⅳ类和Ⅴ类松散破碎岩体中,围岩在重力作用下发生坍塌;脆性破坏主要存在于Ⅰ类和Ⅱ类完整坚硬岩体中,围岩在高地应力作用下发生脆性破裂;楔形掉块主要存在于Ⅱ类、Ⅲ类和Ⅳ类较完整岩体中,围岩在结构面切割组合下形成楔形块体并在重力作用下向临空面发生掉落。根据不同的破坏模式,分别采取了不同的开挖支护措施:重力坍塌段采取了超前锚喷、短进尺、强支护;脆性破坏采取了监测预报、光面爆破、超前钻孔;楔形掉块采取了喷锚支护。Gravitational collapse, brittle failure and wedge falling are key geological problems that occurred during the construction of a rock tunnel at Jinping Ⅱ hydroelectric power station. The gravitational collapse mainly occurred in the Ⅳ and Ⅴ rock mass. The brittle failure mainly occurred in the Ⅰ and Ⅱ rock mass. The wedges falling mainly occurred in the Ⅱ , Ⅲ and Ⅳ rock mass. Three failure modes are common in the rock tunnel. They would bring about severe danger for workers and construction equipments , and greatly affect the construction schedule. This paper analyzes the geological causes of the threefailure modes and puts forward corresponding excavating and supporting measures. The proposed measures obtained favorable engineering results.

关 键 词：锦屏二级水电站 皮带输送隧洞 地质问题 处理措施 

分 类 号：P642[天文地球—工程地质学]