摘要
本文以高陡岩土边坡实测资料为研究对象,遵循资料收集—现场调研—模型建立—程序设计—工程分析的研究思路,采用有限元强度折减数值分析方法,通过前后处理软件,综合考虑土性参数和边坡边界条件的变化,从计算结果中分析边坡的位移,变形及其塑性发展趋势和安全系数。
This article elaborats take the actual measurement materials of high steep ground slope as the object of study, following the thinking way of information acquisition-site investigation and study-model establishment-programming-project analysis, using the finite element intensity reduction numerical analysis method, through the pre and post-processing software, the comprehansively evaluating the earthiness parameter and the change of slope boundary condition, analyzes the slope the displacement, the development trend of the plasticity and the distortion, the safety coefficient from the computed result.
出处
《中国建设教育》
2008年第2期55-57,共3页
China Construction Education
