BASIC FEATURES AND PREVENTION MEASURES OF A GIANT UNSTABLE ROCK MASS AT JIEXU HYDROPOWER STATION,YARLUNG ZANGBO RIVER
WANG Jingyong1,SHI Yuchuan2,WANG Wuzhou1,CHENG Yingjian2,LI Chao2
(1. HydroChina Huadong Engineering Corporation,Hangzhou,Zhejiang 310014,China;2. State Key Laboratory of Geo-hazard Prevention and Geo-environment Protection,Chengdu University of Technology,Chengdu,Sichuan 610059,China)
Abstract:Large dangerous rock mass located outside excavation line in hydropower project construction has a significant impact on its safety and operation. It?s difficult to reach and to reinforce them,and which put forward higher requirements to geological exploration. There are deep valley,high and steep slopes on the upstream of the Yarlu Zangbo River,and there is a large dangerous rock mass,about 37.5×104 m3,in the left dam abutment of Jiexu hydropower station. By finding out occurrence boundary of the rock mass,connected state,equivalent parameters,the qualitative and quantitative methods are used to determine the overall and local stability of dangerous rock mass,buckling mode,and the corresponding control measures are put forward. It has certain guiding significance to the giant dangerous rock evaluation idea and the prevention measures.
王敬勇1,石豫川2,王伍洲1,程英建2,李 超2. 雅鲁藏布江街需水电站巨型危岩体基本特征及防治措施[J]. 岩石力学与工程学报, 2014, 33(sl): 2635-2640.
WANG Jingyong1,SHI Yuchuan2,WANG Wuzhou1,CHENG Yingjian2,LI Chao2. BASIC FEATURES AND PREVENTION MEASURES OF A GIANT UNSTABLE ROCK MASS AT JIEXU HYDROPOWER STATION,YARLUNG ZANGBO RIVER. , 2014, 33(sl): 2635-2640.
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