Failure process analysis on overload of arch dam

被引:0
|
作者
Xia, Yu [1 ]
Yu, Ying-ye [2 ]
Zhang, Zhong-qing [3 ]
Zhao, Xiao-lian [4 ]
机构
[1] Guangxi Univ Technol, Civil Engn & Architecture Dept, Liuzhou, Peoples R China
[2] Guangxi Univ technol, Logist Ser Management Ctr, Guangxi, Peoples R China
[3] Guangxi Univ, Coll Civil & Architecture Engn, Nanning, Peoples R China
[4] Guangxi Univ, Coll Resources & Environm, Nanning, Peoples R China
关键词
overload analysis; arch dam; failure process;
D O I
10.4028/www.scientific.net/AMR.393-395.762
中图分类号
Q81 [生物工程学(生物技术)]; Q93 [微生物学];
学科分类号
071005 ; 0836 ; 090102 ; 100705 ;
摘要
Arch dam's failure is a super nonlinear irreversible process. We can find the damage mechanism from research of it and get a more reasonable and perceive safety factor. It analyses overload of the highest RCC arch dam of the world and shows dam's failure process by water specific gravity overcharge method and water-level overcharge method. It gets overload safety factor from study on arch dam's failure process and also gives the reason that why different methods get different safey factor.
引用
收藏
页码:762 / +
页数:2
相关论文
共 50 条
  • [21] Seismic Risk Analysis of an Arch Dam
    Zhong Hong
    Li Hongjun
    Bao Yanli
    ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4, 2013, 353-356 : 2020 - +
  • [22] Study on real working performance and overload safety factor of high arch dam
    Zhang GuoXin
    Liu Yi
    Zhou QuJing
    SCIENCE IN CHINA SERIES E-TECHNOLOGICAL SCIENCES, 2008, 51 (Suppl 2): : 48 - 59
  • [23] Study on real working performance and overload safety factor of high arch dam
    GuoXin Zhang
    Yi Liu
    QiuJing Zhou
    Science in China Series E: Technological Sciences, 2008, 51 : 48 - 59
  • [24] Nonlinear analysis of stress of arch dam
    Chen, ZP
    PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON COMPUTING IN CIVIL AND BUILDING ENGINEERING, VOLS 1-4, 1997, : 1937 - 1942
  • [25] Failure analysis method of concrete arch dam based on elastic strain energy criterion
    Chen, Bo
    Gu, Chongshi
    Bao, Tengfei
    Wu, Bangbin
    Su, Huaizhi
    ENGINEERING FAILURE ANALYSIS, 2016, 60 : 363 - 373
  • [26] Analysis of influence of Baihetan arch dam thrust on dam abutment
    Wang Rui-hong
    Li Jian-lin
    Jiang Yu-zhou
    Liu Jie
    Zhou Ji-fang
    ROCK AND SOIL MECHANICS, 2008, 29 : 69 - 73
  • [27] An elicitation process to quantify Bayesian networks for dam failure analysis
    Verzobio, Andrea
    El-Awady, Ahmed
    Ponnambalam, Kumaraswamy
    Quigley, John
    Zonta, Daniele
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 2021, 48 (10) : 1235 - 1244
  • [28] Analysis on dam-break case of concrete arch dam and forecast of failure scope based on point safety factor
    Fang Chonghui
    Han Xiang
    Duan Yahui
    Fang Boqing
    2012 INTERNATIONAL CONFERENCE ON MODERN HYDRAULIC ENGINEERING, 2012, 28 : 617 - 625
  • [29] Study on the failure process and nonlinear safety of high arch dam and foundation based on geomechanical model test
    Wang, Xingwang
    Liu, Yaoru
    Tao, Zhuofu
    Wang, Weiqiang
    Yang, Qiang
    ENGINEERING FAILURE ANALYSIS, 2020, 116 (116)
  • [30] Comparative analysis of damage behaviors under strong earthquakes for Dagangshan arch dam and Xiluodu arch dam
    Du, Rongqiang
    Zhang, Qing
    Chen, Shihai
    Du, Hao
    Shuili Fadian Xuebao/Journal of Hydroelectric Engineering, 2010, 29 (05): : 6 - 10