摘要
分析土质路堑边坡冻融滑塌原因,提出了基于力学解析法的验算模型;结合实际进行冻融滑塌稳定性分析判断,提出了建议措施。
Analyzed the reason of freeze-thaw and sliding of cutting slope, put forward checking computations model based on the method of mechanic and parse; analyzed and estimated the stability of freeze-thaw and sliding, introduced the suggestions and method.
出处
《低温建筑技术》
2006年第2期10-12,共3页
Low Temperature Architecture Technology
关键词
公路路堑
边坡
冻融滑塌
稳定性
highway cutting
side slope
freeze-thaw and sliding
stability
