摘要
黄土高边坡稳定性设计需考虑的参数有内摩擦角、粘聚力、坡高、平均坡比、重度等,研究参数在稳定性作用中的主导因素非常重要。针对延安机场黄土高边坡应用灰色关联法对边坡稳定性参数进行分析。
Inner frictional angle,cohesive strength,slope height,average slope ratio and unit weight shall be considered in stability design of high loess slope.It is very important to study the leading factors of parameters in slope stability.This paper analyzes stability parameters of high loess slope of Yan＇an Airport using gray correlation method
出处
《路基工程》
2010年第6期145-147,共3页
Subgrade Engineering
关键词
高边坡
灰色关联法
参数分析
high slope
gray correlation method
parameter analysis
