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Windows下的土坡稳定性分析研究
引用本文:李军,王星华,秦曦青. Windows下的土坡稳定性分析研究[J]. 岩土力学, 2006, 27(8): 1365-1368
作者姓名:李军  王星华  秦曦青
作者单位:1. 中南大学 土建学院,长沙 410075;2. 广东省水利电力勘测设计研究院,广州 510170
摘    要:利用CAD二次开发技术,对边坡进行稳定性分析,采用的计算方法为瑞典圆弧滑面条分法。通过编程计算,能得到该边坡的任意滑面的安全系数和最危险滑面位置及其安全系数,该程序有良好的Windows风格的用户界面,直观、形象的计算过程,简单明了的输出结果,是进行边坡稳定分析的新选择

关 键 词:边坡稳定性分析  CAD二次开发  滑面  安全系数  
文章编号:1000-7598-(2006)08-1365-04
收稿时间:2004-11-15
修稿时间:2005-01-20

Slope stability analysis and research under Windows
LI Jun,WANG Xing-hua,QIN Xi-qing. Slope stability analysis and research under Windows[J]. Rock and Soil Mechanics, 2006, 27(8): 1365-1368
Authors:LI Jun  WANG Xing-hua  QIN Xi-qing
Affiliation:1. School of Civil and Architectural Engineering, Central South University, Changsha 410075, China; 2. Guangdong Provincial Design Institute of Water Conservancy and Electric Power, Guangzhou 510170, China
Abstract:Utilizing the secondary development of CAD, the slope stability analysis, is carried out by W. Fellenius method. We can get the safety factor and position of any sliding surface of a slope by the program; and also we can get the most dangerous sliding surface and its safety factor of a slope. The program has a friendly user interface the same as windows style; and also it has an intuitional and visual computational process, briefness output; the program is a new choice of slope stability analysis.
Keywords:slope stability analysis   secondary development of CAD   sliding surface   safety factor
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