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蓄水期李家峡拱坝垂直位移与安全性态分析
引用本文:关文海 苗隆德 杨杰. 蓄水期李家峡拱坝垂直位移与安全性态分析[J]. 电网与水力发电进展, 2005, 21(3): 27-29
作者姓名:关文海 苗隆德 杨杰
作者单位:西安理工大学水电学院 陕西西安710048(关文海,苗隆德),西安理工大学水电学院 陕西西安710048(杨杰)
摘    要:鉴于李家峡库区复杂的地质情况及较长的蓄水历时,结合水库初次蓄水以来的拱坝垂直位移观测资料对坝体及坝肩岩体的垂直位移及其物理成因进行了分析,认为李家峡拱坝坝体及坝肩岩体的垂直位移基本正常,整个坝体变形安全性态良好。

关 键 词:李家峡拱坝  坝肩岩体  垂直位移  安全性态
文章编号:1671-4768(2005)03-0027-03
修稿时间:2004-12-15

Analysis of Vertical Displacement and Safety Characteristics of Lijiaxia Arch Dam in Storage Period
GUAN Wen hai,MIAO Long-de,YANG Jie. Analysis of Vertical Displacement and Safety Characteristics of Lijiaxia Arch Dam in Storage Period[J]. Advance of Power System & Hydroelectric Engineering, 2005, 21(3): 27-29
Authors:GUAN Wen hai  MIAO Long-de  YANG Jie
Abstract:As the complicated geology and longer storage duration of Lijiaxia reservoir,based on the vertical displacement data which was obtained after the preliminary stage of storage of the dam,the displacement and its physical cause are analysis qualitatively and quantitatively.The results indicate that the dam and the base rock vertical displacement are normal and its displacement safety characters are all right.
Keywords:Lijiaxia arch dam  base rock  vertical displacement  safety characteristics  
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