| 土钉墙与预应力锚杆联合支护技术 |
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| 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 |
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| 作者姓名： | 杨生彬 |
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| 作者单位： | 中国地质大学〈北京〉工程技术学院 |
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| 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。
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| 关 键 词： | 土钉墙；预应力锚杆；深基坑支护 |
| 收稿时间： | 2006-02-28 |
| 修稿时间： | 2006-02-28 |
Composite Support Technique for Soil nailing Wall and Pre stressed Anchor |
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| YANG Sheng bin. Composite Support Technique for Soil nailing Wall and Pre stressed Anchor[J]. Exploration Engineering:Rock & Soil Drilling and Tunneling, 2006, 33(8): 8-10,16 |
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| Authors: | YANG Sheng bin |
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| Affiliation: | School of Engineering & Technology, China University of Geosciences |
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| 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. |
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| Keywords: | soil-nailing wall pre-stressed anchor deep foundation pit |
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