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基于地震时程曲线的块体动安全系数计算

徐栋栋 邬爱清 卢波 孙玉杰

长江科学院院报2011,Vol.28Issue(11):67-71,5.
长江科学院院报2011,Vol.28Issue(11):67-71,5.

基于地震时程曲线的块体动安全系数计算

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

徐栋栋 1邬爱清 1卢波 1孙玉杰2

作者信息

  • 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
  • 折叠

摘要

Abstract

The block stability based on earthquake time-history curve is studied by computation program. Vector a-nalysis 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.

关键词

块体理论/动安全系数/地震荷载/FORTRAN

Key words

block theory/ dynamic safety factor/ seismic load/ FORTRAN

分类

交通工程

引用本文复制引用

徐栋栋,邬爱清,卢波,孙玉杰..基于地震时程曲线的块体动安全系数计算[J].长江科学院院报,2011,28(11):67-71,5.

长江科学院院报

OA北大核心CSCDCSTPCD

1001-5485

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