摘要
采用简化毕肖甫法编制计算机程序进行路基边坡圆弧滑动时的整体稳定性计算,并用专业数据处理软件和CAD软件将最危险滑动面的圆心和半径的搜索过程以及有关的计算结果进行图形处理,增强了计算和分析的直观性,通过大量的实例计算表明,该程序及相关的图形处理使用方便、直观、结果精确可靠,在道路设计中具有较大的实用性.
In this paper,a program is composed to analyze the stability of the slope of road base by use of the Bishops simplified method of slice.The calculation result and the process which the most dangerous sliding surface is studied are showed on drawing by means of AutoCAD and professional data processing software.The result shows that the program and the associated graphic processing are reliable and practical in road designing.
出处
《重庆交通学院学报》
1999年第1期121-126,共6页
Journal of Chongqing Jiaotong University
关键词
边坡
稳定性
ATUOCAD
图形处理
公路
stability of slope,safety factor,AutoCAD,3D surface graph,contour map