摘要
该文首先利用Access建立物理力学指标数据库 ,然后采用VB6.0编制了相应的边坡稳定分析实用计算程序 ,程序分别采用费伦纽斯法和遗传进化算法确定最危险滑动面的位置 ,考虑了土坡分层、坡顶或坡面上的超载作用以及稳定渗流的影响。程序界面简单明了 ,便于工程应用。
First of all the paper sets up the data base of physical mechanics index with Access,and then compiles the practical program for the slope stability analysis with VB6 0 This program locates the most dangerous sliding surface by using Fellenius method and the heredity evolution method. The overload effect and stable seepage influence on soil slope layering,slope top and slope surface have been taken into account. The program interface is simple,clear and easy to use.
出处
《勘察科学技术》
2003年第1期39-42,共4页
Site Investigation Science and Technology
基金
河北省建设厅基金资助
