| 土钉墙与预应力锚杆联合支护技术 |
| |
| 引用本文： | 杨生彬.土钉墙与预应力锚杆联合支护技术[J].探矿工程,2006,33(8):8-10,16. |
| |
| 作者姓名： | 杨生彬 |
| |
| 作者单位： | 中国地质大学〈北京〉工程技术学院 |
| |
| 摘 要： | 北京市深基坑工程中土钉墙支护技术应用比较广泛，对于边坡变形要求严格的基坑，采用土钉墙与预应力锚杆联合支护技术可有效控制变形，结合工程实例，介绍了该技术的设计思路及应用过程，说明了该技术的适用性，并就施工中遇到的问题进行分析，给出相应的处理措施。
|
| 关 键 词： | 土钉墙 预应力锚杆 深基坑支护 |
| 收稿时间： | 2006/2/28 0:00:00 |
| 修稿时间： | 2006/2/28 0:00:00 |
Composite Support Technique for Soil nailing Wall and Pre stressed Anchor |
| |
| YANG Sheng bin.Composite Support Technique for Soil nailing Wall and Pre stressed Anchor[J].Exploration Engineering(Drilling & Tunneling),2006,33(8):8-10,16. |
| |
| Authors: | YANG Sheng bin |
| |
| Institution: | School of Engineering & Technology, China University of Geosciences |
| |
| Abstract: | The technique of soil nailing wall is widely applied in Beijing, and the composite support technique for soil-nailing wall and pre-stressed anchor can efficiently control the deformation. The design way and the applicability of this technique is illustrated with a field case, and analysis on some problems encountered during construction are made with the corresponding measures. |
| |
| Keywords: | soil-nailing wall pre-stressed anchor deep foundation pit |
|
| 点击此处可从《探矿工程》浏览原始摘要信息 |
| 点击此处可从《探矿工程》下载免费的PDF全文 |
