Study of dam deformation control method for Shuibuya high concrete faced rockfill dam

被引：0

作者：

Yang Qi-gui ^{[1
]}

Chang Xiao-lin ^{[2
]}

Zhou Chuang-bing ^{[2
]}

Zhou Wei ^{[2
]}

机构：

[1] Changjiang Inst Survey Planning Design & Res, Wuhan 430010, Hubei, Peoples R China

[2] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Hubei, Peoples R China

来源：

ROCK AND SOIL MECHANICS | 2010年 / 31卷

关键词：

concrete face rockfill dam; deformation control; FEM; numerical simulating;

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

In order to reduce the uneven settlement of the dam construction period and improve the stress and deformation state of the slab during the operation phase, the basic ideas of dam deformation control are proposed based on Shuibuya high concrete faced rockfill dam(CFRD) design lessons, including the three-dimensional finite element simulation analysis, engineering analogy, dam zone, compacted standards of rockfill materials, procedures for the construction filling, concrete slab pouring time, the height difference between the top of the slab and temporary dam crest when pouring the slab.

引用

页码：247 / 253

页数：7