| 预应力复合土钉墙在基坑工程中的应用 |
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| 引用本文： | 敬培成,南玉贤,于庆磊. 预应力复合土钉墙在基坑工程中的应用[J]. 山西建筑, 2011, 37(4): 82-83 |
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| 作者姓名： | 敬培成 南玉贤 于庆磊 |
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| 作者单位： | 1. 河南省豫北水利勘测设计院,河南安阳,455000
2. 安阳市建筑设计研究院,河南安阳,455000 |
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| 摘 要： | 结合具体工程实例,介绍了预应力复合土钉墙在基坑工程中的应用,并对该技术的设计计算、施工方法进行了具体阐述,工程实践证明,预应力土钉墙能有效控制坡面变形,减小基坑边坡土体的侧向压力和侧向变形,值得推广。
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| 关 键 词： | 深基坑 预应力复合土钉墙 整体稳定性 |
Application of prestressed compound soil pin wall in foundation pit engineering |
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| JING Pei-cheng,NAN Yu-xian,YU Qing-lei. Application of prestressed compound soil pin wall in foundation pit engineering[J]. Shanxi Architecture, 2011, 37(4): 82-83 |
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| Authors: | JING Pei-cheng NAN Yu-xian YU Qing-lei |
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| Affiliation: | JING Pei-cheng NAN Yu-xian YU Qing-lei |
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| Abstract: | Based on the instance of engineering,it introduces the application of prestressed compound soil pin wall in foundation pit engineering,expounds its design calculation and construction methods.Engineering practice shows that: prestressed compound soil pin wall can effectively control slope deformation,reduce lateral strain and lateral deformation of foundation slope,which is worth promoting. |
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| Keywords: | deep foundation pit prestressed compound soil pin wall overall stability |
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