Abstract:Jinping II hydropower station includes four diversion tunnels,two auxiliary tunnels and one drainage tunnel,with a total tunnel length of 118 km. These tunnels are characterized as thick overburden,long length,large size in diameter,high geostress,complicated engineering geological conditions and high difficulty for project layout,which make the tunnel project the largest and most difficult hydro-tunnel group in the world. Key technical problems were met during the tunnels excavation,including the forecast and treatment of groundwater,and the prevention of rock burst. The studies and measures adopted against rock burst,the gushing water and the instability of surrounding rock mass during the construction of tunnels are summarized. The experience accumulated during the construction of the tunnels in Jinping II hydropower station shall provide valuable reference for similar projects.
吴世勇,王 鸽. 锦屏二级水电站深埋长隧洞群的建设和工程中的挑战性问题[J]. 岩石力学与工程学报, 2010, 29(11): 2161-2171.
WU Shiyong,WANG Ge. CHALLENGE ISSUES IN CONSTRUCTION AND PROJECT OF LARGE-SCALE DEEP-BURIED TUNNEL GROUP OF JINPING II HYDROPOWER STATION. , 2010, 29(11): 2161-2171.
武选正,李名川,伍宇腾. 锦屏水电枢纽辅助洞工程岩爆现象分析及防治措施[J]. 山东大学学报(工学版),2008,38(3):28-33.(WU Xuanzheng,LI Mingchuan,WU Yuteng. Analysis and prevention measures for rock burst in the auxiliary tunnel of the Jinping hydropower station[J]. Journal of Shandong University(Engineering Science),2008,38(3):28-33.(in Chinese))
[4]
肖学沛. 锦屏二级水电站交通隧道岩爆预测及防治研究[硕士学位论文][D]. 成都:成都理工大学,2005.(XIAO Xuepei. A Study on the prediction and prevention of rock burst in the traffic tunnel of Jinping II hydropower station[M. S. Thesis][D]. Chengdu:Chengdu University of Technology,2005.(in Chinese))
Your browse does not support frame!