Rock-Concrete Joints Reliability during Building Process of Super Dam

被引：3
|
作者：
Wang Ya Jun [1 ,2 ]
Ren Da Chun [3 ]
Gan Xiao Qing [3 ]
Dong Zhi Hong [3 ]
机构：
[1] Zhejiang Ocean Univ, Sch Naval Architecture & Civil Engn, Zhoushan 316000, Peoples R China
[2] Tsinghua Univ, State Key Lab hydrosci & Hydraul engn, Beijing 100084, Peoples R China
[3] Yangtze River Sci Res Inst, Wuhan 430010, Peoples R China
来源：
APPLIED MECHANICS AND MATERIALS I, PTS 1-3 | 2013年 / 275-277卷
基金：
中国博士后科学基金;
关键词：
Super dam; concrete pouring joints; reliability;
D O I：
10.4028/www.scientific.net/AMM.275-277.1536
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Super dam construction under high steep slope is threatened by the uncertainty of shear strength development of rock-concrete joints. With numerical theory, the shear stress vector distribution of interface was studied. The simulation results show that dam section 23 of Xiluodu arch dam has enough safety reservation at rock-concrete joints zones with 4-lift separate pouring.
引用
收藏
页码：1536 / +
页数：2
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