摘要
介绍了预应力锚索加固技术,与传统方法中的抗滑桩进行了对比,展现了预应力锚索加固技术的优越性,同时,以南方某隧道工程实例验证了该技术处治高边坡的效果。
This paper introduces the technology of prestressed anchor reinforcement,and the traditional method of anti-slide pile were compared,shows the superiority of prestressed anchor reinforcement technique.Also,the instance of a tunnel engineering case at the south was given to verify that the technology might do to the effect of high slope.
出处
《山西建筑》
2013年第6期134-135,共2页
Shanxi Architecture
关键词
预应力锚索
滑坡
加固
prestressed anchor
landslide
reinforcement