Design and application of concrete faced rock-fill dam numerical simulation analysis program

被引:0
|
作者
Li, Hong-ru [1 ]
Feng, Fei [1 ]
Wang, Qing [1 ]
机构
[1] Xian Univ Technol, Inst Geotech Engn, Xian 710048, Shaanxi, Peoples R China
关键词
concrete faced rock-fill dam; constitutive mode; numerical simulation; nonlinear;
D O I
10.4028/www.scientific.net/AMR.594-597.1882
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Reviewed the various constitutive mode of concrete faced rock-fill dam. Basis on the complex physical characteristic of filled the material and the framework of dam, a method of computer is given, introduced into the program of the concrete face rock-fill dam calculation with FORTRAN language on the ANSYS software. It is used to simulate two and three-dimensional nonlinear computation and compute figure simulation in the construction procedure and operation period for the concrete face rock fill dam, the result was intuitionist clarity.
引用
收藏
页码:1882 / 1887
页数:6
相关论文
共 50 条
  • [21] PFC numerical simulation of particle breakage of the clay core rock-fill dam
    Liu, F. H.
    Liu, J.
    Kong, X. J.
    ADVANCES IN DISCONTINUOUS NUMERICAL METHODS AND APPLICATIONS IN GEOMECHANICS AND GEOENGINEERING, 2012, : 307 - 313
  • [22] Research and Application on Concrete Face Rock-fill Dam's Earth-Rock Allocation
    Yan, Qiao
    Xiao, Bing
    Zhang, Zhao
    Progress in Industrial and Civil Engineering III, Pt 1, 2014, 638-640 : 744 - 748
  • [23] Hydraulic fracturing of rock-fill dam
    Wang, Jun-Jie
    Zhu, Jun-Gao
    Mroueh, H.
    Chiu, C. F.
    INTERNATIONAL JOURNAL OF MULTIPHYSICS, 2007, 1 (02) : 199 - 219
  • [24] Analysis of effects of '5.12' Wenchuan Earthquake on Zipingpu Concrete Face Rock-fill Dam
    Nanjing Hydraulic Research Institute, Nanjing 210029, China
    Yantu Gongcheng Xuebao, 2008, 6 (795-801):
  • [25] Sensitivity Analysis of Concrete Face Rock-fill Dam Parametric Based on the Intelligent Algorithm
    Yan, Qiao
    Gao, Zhanhong
    Song, Zhicheng
    ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING IV, 2014, 580-583 : 1940 - +
  • [26] Comparison of 2D versus 3D modeling approaches for the analysis of the concrete faced rock-fill Cokal Dam
    Arici, Yalin
    Ozel, Halil Firat
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2013, 42 (15): : 2277 - 2295
  • [27] A generalized plasticity model to predict behaviors of the concrete-faced rock-fill dam under complex loading conditions
    Wei, Kuangmin
    Zhu, Sheng
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2013, 17 (07) : 579 - 597
  • [28] Application of viscoelastic artificial boundary to dynamic response analysis of Shuangjiangkou rock-fill dam
    Li Hong-en
    Li Tong-chun
    Tian Jing-yuan
    Li Cheng
    Liang Dong
    ROCK AND SOIL MECHANICS, 2008, 29 : 189 - 192
  • [29] Earthquake damage analysis of Zipingpu concrete face rock-fill dam during Wenchuan earthquake
    Kong, Xian-Jing
    Zou, De-Gao
    Zhou, Yang
    Xu, Bin
    Dalian Ligong Daxue Xuebao/Journal of Dalian University of Technology, 2009, 49 (05): : 667 - 674
  • [30] Impact of the '5.12' Wenchuan earthquake on Zipingpu concrete face rock-fill dam and its analysis
    Chen, Sheng-shui
    Han, Hua-qiang
    GEOMECHANICS AND GEOENGINEERING-AN INTERNATIONAL JOURNAL, 2009, 4 (04): : 299 - 306