dam ›› 2013, Vol. 0 ›› Issue (3): 36-40.
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WU Zhong-ming, SHEN Ya-xing,YANG Fa-dong and LI Shu-lin
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吴忠明,沈亚兴,杨发栋,李树林
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Abstract: The diversion tunnels of Jinping Ⅱ hydropower station are characterized as complicated engineering geological conditions, thick overburden, long length and large size in diameter, which make the tunnel project the largest hydro-tunnel group in the world. In this paper, based on preliminary analysis on the safety monitoring data during construction of the diversion tunnel No.1 , the characteristics of deformation, stress and seepage pressure were understood to evaluate safety behavior of the diversion tunnel No.1, and provide reliable technical support for safe construction of the diversion tunnels No.2-4.
Key words: diversion tunnel, construction period, safety monitoring, analysis
摘要: 锦屏二级水电站引水隧洞具有工程地质条件极其复杂、埋深大、洞线长、洞径大的特点,为世界上规模最大的水工隧洞洞室群工程。通过对1号引水隧洞施工期安全监测资料的初步分析,掌握了变形、应力及渗流渗压的变化发展规律,为1号引水隧洞的安全评价提供科学依据,为2-4号引水隧洞的安全施工提供可靠技术支持。
关键词: 引水隧洞, 施工期, 安全监测, 分析
WU Zhong-ming, SHEN Ya-xing,YANG Fa-dong and LI Shu-lin. Analysis on monitoring data during construction of the diversion tunnel No.1 of Jinping Ⅱ hydropower station[J]. dam, 2013, 0(3): 36-40.
吴忠明1,沈亚兴1,杨发栋2,李树林1. 锦屏二级水电站1号引水隧洞施工期安全监测资料初步分析[J]. 大坝与安全, 2013, 0(3): 36-40.
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http://magtech.dam.com.cn/EN/Y2013/V0/I3/36