摘要
结合预应力锚杆复合土钉墙在北京某基坑工程中的成功应用,对预应力锚杆复合土钉墙的计算分析及其相对于一般土钉墙的特点进行了讨论,并提出相关建议。
The prestressed anchor and soil nail wall composite retaning structure has been applied in an excavation engineering successful. The analysis method of the composite retaining structure was provided and the difference to the soil nail wall was discussed. Finally, the relevant suggestions are presented in the paper.
出处
《建筑科学》
北大核心
2005年第4期79-81,84,共4页
Building Science
关键词
预应力锚杆
复合土钉墙
变形控制
prestressed anchor
composite retaing structure
displacement control
