豫西南某铁路典型边坡滑塌稳定性分析  

Analysis on the stability of typical slope collapse in a certain railway in southwestern Henan province

作　　者：刘保钢[1] 向俊[2] 

机构地区：[1]郑州铁路局郑州工务机械段,河南郑州450052 [2]中南大学土木建筑学院,湖南长沙410075

出　　处：《山西建筑》2006年第24期286-287,共2页Shanxi Architecture

摘　　要：根据豫西南某铁路的设计概况和地层岩性，分析了边坡坍塌的原因，并对边坡的稳定性作了评价与分析，总结了边坡处治的措施和经验，可供同类工程参考借鉴。According lo general design condition and formation lithology of a certain railway in southwestern Henan province, this paper analyzes the causes of slope collapse, evaluates and analyzes the stability of slope, and summarizes the measures and experiences of slope treatment, which to offer a reference for similar construction.

关 键 词：边坡坍塌 稳定性 内摩擦角 

分 类 号：U416.14[交通运输工程—道路与铁道工程]