摘要
根据梧桐山道立交路堑边坡的地质条件,采用多级放坡控制边坡坡率,详细介绍了该边坡的支护设计方案,并基于监测数据对边坡的支护效果进行了评价,总结了该类边坡的防治经验,为类似的边坡工程提供了参考依据。
According to the geological conditions of cutting slope of Wutongshandao overpass, using multi-stage slope control of slope ratio, this paper introduced in detail the slope support scheme design, and based on monitoring data evaluation of slope support effect, summed up the prevention experience of this kind of slope, provided reference to similar slope engineering.
出处
《山西建筑》
2014年第14期186-187,共2页
Shanxi Architecture
关键词
路堑边坡
复杂条件
支护方案
监测数据
cutting slope, complex condition, support scheme, monitoring data
