摘要
高填深挖方式的路基应对边坡经稳定性验算,确定合理的断面形式和支挡防护形式。在对比边坡稳定性分析方法的基础上,根据K15+300~K15+400路堑高边坡的具体情况,按极限平衡法对边坡的稳定性进行分析,并从边坡加固、绿化防护、排水导流等方面对高边坡进行设计。
For the subgrade with high filling and deep excavation,the slope stability shall be checked to determine the reasonable section form and retaining protection form.Based on the comparison of slope stability analysis methods,according to the specific situation of K15+300~K15+400 cutting high slope,the stability of the slope is analyzed according to the limit equilibrium method,and the high slope is designed from the aspects of slope reinforcement,greening protection,drainage and diversion.
作者
贾保禄
JIA Bao-lu(China Design Group Co.Ltd.,Nanjing 210000,China)
出处
《工程建设与设计》
2019年第23期95-97,共3页
Construction & Design for Engineering
关键词
道路工程
高速公路
路堑
高边坡
设计
road engineering
expressway
cutting
high slope
design
作者简介
贾保禄(1985-),男,山东聊城人,工程师,从事道路桥梁设计与施工研究。
