摘要
根据边坡失稳机理 ,从稳定系数出发 ,探讨土质边坡的临界坡度 ,以便对铁路路基边坡的设计提供更合理的理论指导 。
According to unsteady mechanism of side slope and starting from steady coefficient,it discusses boundary facing gradient of soil side slope so as to offer more rational suggestion for designing side slope of railway foundation to assure steadiness of railway of foundation.
出处
《山西建筑》
2004年第18期66-67,共2页
Shanxi Architecture
关键词
路基
边坡
稳定性
road bed ,side slope, steadiness
