院报 ›› 2016, Vol. 33 ›› Issue (9): 133-137.DOI: 10.11988/ckyyb.20150655

• 水工结构与材料 • 上一篇    下一篇

基于数值流形法的重力坝抗滑稳定性分析

陈远强1,郑宏2,陈涛1   

  1. 1.三峡大学 土木与建筑学院,湖北 宜昌 443002;
    2.北京工业大学 建筑工程学院,北京 100124
  • 收稿日期:2015-08-05 修回日期:2015-09-09 出版日期:2016-09-25 发布日期:2016-09-22
  • 通讯作者: 郑 宏(1964-),男,湖北南漳人,研究员,博士生导师,主要从事计算岩土力学研究,(电话)13986011345(电子信箱)hzheng@whrsm.ac.cn。
  • 作者简介:陈远强(1990-),男,湖北随州人,硕士研究生,主要从事数值流行法方面的研究,(电话)18602707189(电子信箱)691205842@qq.com。

Analysis of Anti-sliding Stability of Gravity Dam Using Numerical Manifold Method

CHEN Yuan-qiang1, ZHENG Hong2, CHEN Tao1   

  1. 1.College of Civil Engineering & Architecture, China Three Gorges University, Yichang 443002,China;
    2. College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • Received:2015-08-05 Revised:2015-09-09 Online:2016-09-25 Published:2016-09-22

摘要: 作为一种新的数值方法,数值流形法在重力坝抗滑稳定性方面的研究较少。首先给出了水压及扬压力的荷载矩阵、安全系数的求解方法,然后采用数值流形法分析了重力坝沿建基面及深层双斜面的抗滑稳定性,得出了安全系数,并与有限元接触分析的结果进行了对比。分析结果表明采用数值流形法和有限元接触分析法得到的安全系数基本一致,从而验证了数值流形法在重力坝抗滑稳定分析中的可行性。

关键词: 数值流形法, 重力坝, 抗滑稳定分析, 安全系数

Abstract: The Numerical Manifold Method (NMM), as a new numerical method, has seldom been utilized in the anti'sliding stability analysis of gravity dam. In this study, the load matrix of water pressure and uplift pressure, as well as the solution of safety factor were given. Furthermore, NMM was adopted to analyze the anti'sliding stability of the foundation planes of gravity dam and the deeply laid double inclined planes, the safety factor was thus calculated, and was further compared with the corre sponding results obtained by the contact analysis in finite element method (FEM). The results demonstrated that the safety factors calculated by the above two methods, namely the NMM and FEM, were fundamentally consistent, which verified the feasibility of applying NMM to the anti sliding stability analysis of gravity dam.

Key words: numerical manifold method, gravity dam, stability analysis against sliding, safety factor

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