长江科学院院报 ›› 2011, Vol. 28 ›› Issue (11): 67-71.

• 岩土工程 • 上一篇    下一篇

基于地震时程曲线的块体动安全系数计算

徐栋栋1,邬爱清1,卢  波1,孙玉杰2   

  1. 1.长江科学院 水利部岩土力学与工程重点实验室,武汉 430010;2.胜利油田 胜利勘察设计研究院,山东 东营 257026
  • 收稿日期:2010-10-25 出版日期:2011-11-02 发布日期:2011-11-15
  • 通讯作者: 徐栋栋(1986-),男,山东聊城人,硕士,主要从事岩石力学与工程方面的研究工作,(电话)15994238327(电子信箱)xdhappy717@163.com。

Computation of Block Dynamic Safety Factor Based on Earthquake Time-History Curve

XU Dong-dong1,WU Ai-qing1,LU Bo1,SUN Yu-jie2   

  1. 1. Key Laboratory of Geotechnical Mechanics and Engineering of the MWR, Yangtze River Scientific Research Institute, Wuhan 430010, China;2. Shengli Engineering Consulting Co., Ltd. of Shengli Oil Field, Dongying 257026, China
  • Received:2010-10-25 Online:2011-11-02 Published:2011-11-15

摘要: 基于块体理论分析方法中的矢量分析方法,编制计算程序研究地震时程曲线下的块体稳定性。具体的研究思路是:首先输入所需的结构面与临空面信息,然后根据有限性定理和可动性定理判断有限性和可动性,在块体可动的基础上,再找出块体在自重以及地震荷载共同作用下的滑动模式(单面滑动或双面滑动),最后求出块体在该滑动模式下的安全系数,得到动安全系数时程曲线。将画块体程序加入其中,以便于为考虑黏聚力时提供接触面面积以及块体体积等相关信息。  

关键词: 块体理论, 动安全系数, 地震荷载, FORTRAN

Abstract: The block stability based on earthquake time-history curve is studied by computation program. Vector analysis of block theory is adopted for programming. The detailed approach involves the following procedures: input the required information of structural planes and free faces, and subsequently determine the finiteness and mobility of the block according to finiteness theorem and mobility theorem. If the block is movable, find out the sliding mode of the block (single face sliding or double face sliding) under the combined action of dead weight and seismic loads. Finally compute the safety factor under that sliding mode and draw the time-history curve of dynamic safety factor. In addition, a block drawing program is added to obtain information regarding the contact area between each face and the volume of the block required for the computation when the cohesion between the blocks is considered.  

Key words: block theory, dynamic safety factor, seismic load, FORTRAN

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