摘要
梅(州)-河(源)高速公路K95+940～K96+170段地形横坡陡峻,该边坡在开挖失去支撑情况下产生整体或局部滑动变形破坏,采用了预应力锚索桩板墙支挡处治措施,对于类似路基横向陡边坡处治提供借鉴与参考.
Section K95+940~K96+170 of Meizhou to Heyuan Expressway is located in a steep cross fall.The side slope would be subject to integral or partial sliding and deformation if it loses support upon excavation.In this case,prestressed anchor cable polling board wall has been used as support.Protection for extremely unstable and steep horizontal side slope of subgrade may adopt the similar construction method.
出处
《西部交通科技》
2006年第1期53-55,共3页
Western China Communications Science & Technology
关键词
预应力锚索桩板墙.
Prestressed anchor cable,Polling board wall
