摘要
通结合某高速公路填石路堤段出现的边坡滑动情况,通过探地雷达及力学模型分析垮塌路段的病害特点和成因,针对性采取挡墙加树根桩的路基路面综合处治方案。
According to the slope sliding situation in the stone filled roadbed section of an operating expressway,the characteristics and causes of the collapse road section were analyzed by ground penetrating radar and mechanical model, and the comprehensive treatment plan of roadbed pavement with retaining wall and tree root pile was adopted to provide reference.
引文
[1]颜春,填方路基不均匀沉降原因分析及处治措施[J].重庆交通学院学报,2003(1).
[2]刘小飞,山区高速公路路基病害成因及处治技术分析[J].公路交通科技,2015(6).
[3]吴清杰.填石路基病害及防治[J].青海交通科技,2009(1).
[4]沙庆林.高速公路沥青路面早期破坏现象及预防[M].北京:人民交通出版社,2001.