| 土钉墙与预应力锚杆联合支护技术 |
| 投稿时间：2006-02-28 修订日期：2006-02-28 点此下载全文 |
| 引用本文：杨生彬.土钉墙与预应力锚杆联合支护技术[J].钻探工程,2006,33(8):8-10,16.YANG Sheng bin. Composite Support Technique for Soil nailing Wall and Pre stressed Anchor[J]. Drilling Engineering, 2006,33(8):8-10,16. |
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| 中文摘要: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。 |
| 中文关键词:土钉墙 预应力锚杆 深基坑支护 |
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| Composite Support Technique for Soil nailing Wall and Pre stressed Anchor |
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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. |
| keywords:soil-nailing wall pre-stressed anchor deep foundation pit |
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