摘要
结合呼集高速公路K368处边坡破坏的实际情况,分析确定了边坡排水不畅是边坡破坏的主要原因,同时采用有限元建模计算的方法,建立了考虑边坡地面水渗流与否两种模型,通过计算得出的结果与边坡滑塌的实际情况高度一致,从而确定了该种情况下边坡病害的治理方案和该地区新建项目边坡防护的指导思路。
Based on the actual situation of slope damage of K368,Hohhot-Jining Highway,determine the slope drainage failure is the main cause of slope damage,using the method of finite element modeling calculations,established two models that whether or not consider the slope surface water seepage,the calculation result and the actual situation of slope slumping is highly consistent,thus determine the slope diseases treatment scheme and guidance ideas of new projects slope protection in the area.
出处
《内蒙古公路与运输》
2015年第6期39-41,共3页
Highways & Transportation in Inner Mongolia
关键词
高边坡
滑塌
渗流
稳定性
有限元力学模型
high slope
slump
seepage
stability
finite element mechanics model
作者简介
张宝龙（1977-），男，内蒙古武川县人，高级工程师，从事公路工程技术咨询工作。
