基于Marc的混凝土坝与坝基渗透系数反演

傅志敏,向衍,周志芳

傅志敏,向衍,周志芳. 基于Marc的混凝土坝与坝基渗透系数反演[J]. 水利水运工程学报, 2005, (1): 23-27.
引用本文: 傅志敏,向衍,周志芳. 基于Marc的混凝土坝与坝基渗透系数反演[J]. 水利水运工程学报, 2005, (1): 23-27.
FU Zhi-min,XIANG Yan,ZHOU Zhi-fang. Inverse analysis on permeability coefficients of concrete dam body and foundation based on Marc[J]. Hydro-Science and Engineering, 2005, (1): 23-27.
Citation: FU Zhi-min,XIANG Yan,ZHOU Zhi-fang. Inverse analysis on permeability coefficients of concrete dam body and foundation based on Marc[J]. Hydro-Science and Engineering, 2005, (1): 23-27.

基于Marc的混凝土坝与坝基渗透系数反演

基金项目: 

国家自然科学基金重点项目(50139030),国家 973项目(2002CB412707)

详细信息
  • 中图分类号: TV642 TV698

Inverse analysis on permeability coefficients of concrete dam body and foundation based on Marc

  • 摘要: 利用通用的商业有限元软件Marc与Fortran语言的接口,并运用Marc的“死活单元”技术和网格加密技术,编制了混凝土坝渗流场的正分析程序.在此基础上,利用某混凝土宽缝重力坝的坝基扬压力测压管的水位观测资料,采用改进的遗传算法进化反演混凝土坝与坝基的渗透系数.算例表明,采用遗传算法-Marc反演混凝土坝的渗透系数是可行的,且计算效率较传统计算方法要高.
    Abstract: A new seepage analysis program for concrete dams is developed with the help of the interface between Marc, a commercial finite element software, and Fortran, including the techniques of inactive/active element and local closing element. According to the observed data of uplift piezometric water head, the permeability coefficients of a concrete gravity dam body and its foundation are inversed by a developed genetic algorithm. Calculation results show that the approach of inverse analysis on the permeability coefficients of a concrete dam is feasible and efficient.
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出版历程
  • 修回日期:  2004-09-08
  • 刊出日期:  2014-06-29

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