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重力坝岩基破坏过程的计算机动态仿真研究
引用本文:常晓林,陆述远.重力坝岩基破坏过程的计算机动态仿真研究[J].郑州大学学报(工学版),1991(3).
作者姓名:常晓林  陆述远
作者单位:湖北省武汉市武汉水利电力学院,湖北省武汉市武汉水利电力学院
摘    要:本文针对重力坝岩基的受荷变形特征及可能破坏形态,就无量纲分析、破坏准则、破坏后效以及应力场与渗流的耦合进行了分析探讨,提出了模拟坝踵裂缝的“裂缝法”,并利用所研制的坝基破坏全过程动态仿真程序进行了算例计算。

关 键 词:坝基  破坏过程  裂缝  仿真

A Research on Automatic Computer Simulation of the Failure Course for Gravity Dam Foundations
Chang XiaoLin Lu Shuyuan.A Research on Automatic Computer Simulation of the Failure Course for Gravity Dam Foundations[J].Journal of Zhengzhou University: Eng Sci,1991(3).
Authors:Chang XiaoLin Lu Shuyuan
Affiliation:Wuhan University of Hydraulic and Electric Engineering
Abstract:This paper gives a research and a discuss to the non-dimensional analysis, failure criteria, post-failure effects, and coupling percolation with stresses in accordance with the characteristic of deformation and the possible failure formation of gravity dams on rock foundation, a "crack method" for digital tracking the crack at the dam-heel is put forward. a FEN computer programme in order to simulate the whole failure course of gravity dam of foundations is prepared and used for example calculations.
Keywords:dam foundation  failure coursc  cracks  simulation
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