摘要
在对目前国内外已有的岩体结构面分类方法进行归纳及分析的基础上,将传统的等密度图结合SPSS软件中判别分析的功能进行了优势结构面划分,并将结果应用于结构面网络模拟中。将分析所得优势结构面,结合切坡c,φ值,便能判断边坡的稳定性。
Based on summarization and analysis of the existing classification methods for rock structural plane at home and abroad,this paper divides preferred structural plane of traditional isopycnic graph combined with analysis function of SPSS software,and applies the result in structural plane network simulation.Slope stability can thus be determined with the preferred structural plane combined with cut slope c,φ value.
出处
《路基工程》
2010年第3期154-156,共3页
Subgrade Engineering
关键词
优势结构面
等密度图
SPSS
结构面网络模拟
preferred structural plane
isopycnic graph
SPSS
structural plane network simulation
