摘要
在高切坡稳定性地质宏观判断基础上,对高切坡的破坏模式进行评价分析。通过选取合理的计算模型和计算参数,对高切坡坡体在天然状态和暴雨状态两种工况条件下的稳定性进行计算分析,并提出了合理的治理方案。
The failure model was evaluated and analyzed based on geological macro j udgment of the high cutting slop stability.Through selecting the computation model and right calculation parameters,the stability of cutting slop body was computed and analyzed in the conditions of natural and heavy rain states.As a result, a reasonable control scheme was put forward.
出处
《青海交通科技》
2014年第1期46-48,共3页
Qinghai Transportation Science and Technology
关键词
道路工程
高切坡
稳定性
评价分析
治理方案
road engineering
high cutting slop
stability
evaluation and analysis
control scheme
