Influence of simulation method of water storage process on valley deformation and working behavior of arch dam

被引:3
|
作者
Yang, Xiang [1 ]
Ren, Qingwen [1 ]
Ren, Xuhua [1 ]
Chen, Zaitie [2 ]
机构
[1] Hohai Univ, Coll Water Conservancy & Hydropower Engn, 1 Xikang Rd, Nanjing 210098, Jiangsu, Peoples R China
[2] Shazhou Profess Inst Technol, 1 Fuxin Rd, Zhangjiagang 215699, Jiangsu, Peoples R China
关键词
High Arch Dam; Valley Deformation; Seepage Flow; Structural Plane; Numerical Simulation; CAPILLARY-PRESSURE; RELATIVE PERMEABILITY; APERTURE; MODEL;
D O I
10.1016/j.istruc.2023.06.013
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An obvious deformation of the valley occurs during the construction of a high arch dam. How to reasonably simulate the construction and water storage process of the arch dam, so that the law and magnitude of the valley deformation are closer to the actual situation, is of great significance for understanding the actual working behavior of the arch dam. Based on Jinping I arch dam, in terms of seepage analysis of abutment rock and stressseepage coupling, this paper adopts different simulation methods to study the valley deformation and its influence on the working behavior of the dam. The results show that when calculating the seepage force based on saturated seepage alone, without considering the coupling of stress and seepage, the valley deformation expands, and the dam stress is relatively high. However, the valley's deformation shrinks when considering the coupling effect of stress seepage. Furthermore, the shrinkage value is significant considering the conversion between unsaturated and saturated seepage and the coupling analysis using only saturated seepage. The valley deformation law produced by different simulation methods varies, and this will also have other impacts on the working behavior of the arch dam.
引用
收藏
页码:1109 / 1121
页数:13
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