Safety Analysis of Arch Dam with Strength Reverse Method

被引：0

作者：

Zhao, Xiao-lian ^{[1
]}

Xia, Yu ^{[2
]}

Wang, Da-wei ^{[3
]}

Zhang, Zhong-qing ^{[4
]}

机构：

[1] Guangxi Univ, Coll Resources & Environm, Nanning 530004, Peoples R China

[2] Guangxi Univ Technol, Civil Engn & Architecture Dept, Liuzhou, Peoples R China

[3] Guangxi Commun Planning Surveying & Designing Ins, Nanning, Peoples R China

[4] Guangxi Univ, Coll Civil & Architecture Engn, Nanning, Peoples R China

来源：

CONSTRUCTION AND URBAN PLANNING, PTS 1-4 | 2013年 / 671-674卷

关键词：

arch dam; safety analysis; strength reverse method;

D O I：

10.4028/www.scientific.net/AMR.671-674.384

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Arch dam's failure is a super nonlinear irreversible process. The research on process of it would give quite important information for safety evaluation. In this paper, it analyses overload of the highest RCC arch dam of the world by strength reverse method and shows the process of dam's failure from normal operation, local deformation to overall failure.

引用

页码：384 / +

页数：2

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[3]

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[4]

[张楚汉 ZHANG Chuhan], 2008, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V27, P217

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