摘要
分析石(门)长(沙)铁路某一膨胀土路堑滑坡的原因,并总结其经验和教训。结合膨胀土研究已有的理论成果,针对膨胀土边坡的特征,探讨膨胀土边坡加固设计的一些原则。
With investigating an expansive soil sliding slope in the Shimen-Chan gsha Railway and analysing the reason for the sliding, some experiences have bee n summarized in the paper. From the point of character of sliding expansive soil and with the research results,some rules of strengthening an expansive soil sli ding slope are discussed.
出处
《交通科技》
2005年第2期26-28,共3页
Transportation Science & Technology
关键词
膨胀土
路堑滑坡
加固设计
铁路工程
透水性能
sliding slope
expansive soil
landslide stabili zing pile
slope stability