摘要
采用预应力锚索结合钢筋混凝土框架结构对高边坡进行综合治理，它不仅可以防止坡体的深层滑动。
That high slope is comprehensively treated by the frame of prestressed anchor stay and reinforced concrete can stop not only deep slide, but also partial surface collapse.
出处
《岩土工程技术》
1998年第2期15-17,共3页
Geotechnical Engineering Technique
