刘钧, 张炜, 陈耕耘. 1995: 可变网格的有限单元分析在边坡稳定计算中的应用. 工程地质学报, 3(2): 54-59.
    引用本文: 刘钧, 张炜, 陈耕耘. 1995: 可变网格的有限单元分析在边坡稳定计算中的应用. 工程地质学报, 3(2): 54-59.
    Lui Jun, Zhang wei, Chen Gengyun. 1995: APPLICATION OF FINITE ELEMENT ANALYSIS OF VARIABLE GRIDES TO CALCULATION OF SLOPES STABILITY. JOURNAL OF ENGINEERING GEOLOGY, 3(2): 54-59.
    Citation: Lui Jun, Zhang wei, Chen Gengyun. 1995: APPLICATION OF FINITE ELEMENT ANALYSIS OF VARIABLE GRIDES TO CALCULATION OF SLOPES STABILITY. JOURNAL OF ENGINEERING GEOLOGY, 3(2): 54-59.

    可变网格的有限单元分析在边坡稳定计算中的应用

    APPLICATION OF FINITE ELEMENT ANALYSIS OF VARIABLE GRIDES TO CALCULATION OF SLOPES STABILITY

    • 摘要: 本文在非线性有限单元法的基础上,引进八节点的狭长单元来描述边坡中的滑动面,同时对于有限元单元网格可调节点坐标进行变更形成新的网格,于是利用原有基本网格架,通过多次有限元分析求出边坡中可能滑动面的稳定系数曲线K=f(),并进而确定最危险的滑动面,在此基础上开展一系列稳定分析工作。

       

      Abstract: The sliding surface in a slope is described by using enlongated elements with eight nodes on the basis of non-linear finite element analysis in this paper. The coordinate system for adjustable nodes in finite element gride is modified to from a new gride. Thus, using existing basic gride framework, a stability curve for possible sliding surface in slope , K=f () ,is found by multiple finite element analysis and the most dangerous sliding surface is determined. On this basis a series of stability analysis is made.

       

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