| 圆形基坑土钉墙支护结构强度的分析 |
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| 引用本文： | 张东晓,王帅.圆形基坑土钉墙支护结构强度的分析[J].山西建筑,2007,33(18):92-93. |
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| 作者姓名： | 张东晓 王帅 |
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| 作者单位： | 洛阳理工学院建筑工程系,河南洛阳,471003 |
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| 摘 要： | 从桩锚等圆筒式支护结构的内力分析和土钉支护制约机制的工作机理出发,将土钉墙视为重力式挡土墙,探讨了圆形基坑土钉支护结构的强度分析方法,提出了圆形基坑不同支护形式和支护结构制约机制的强度分析模型,得出了圆形基坑土钉支护形式优于矩形基坑土钉支护形式的结论。
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| 关 键 词： | 圆形基坑 土钉支护 强度分析 |
| 文章编号： | 1009-6825（2007）18-0092-02 |
| 修稿时间： | 2007-01-29 |
Strength analysis of soil nailing wall retaining structure in round foundation pit |
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| ZHANG Dong-xiao,WANG Shuai.Strength analysis of soil nailing wall retaining structure in round foundation pit[J].Shanxi Architecture,2007,33(18):92-93. |
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| Authors: | ZHANG Dong-xiao WANG Shuai |
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| Affiliation: | ZHANG Dong-xiao WANG Shuai |
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| Abstract: | Based upon internal force analysis of pile-anchor and other cylinder retaining structure and introduction of working mechanism of soil nailing wall retaining structure strength analysis method of soil nailing wall retaining structure in round foundation pit is discussed, which regard as gravity retaining wall. According to various retaining structures corresponding strength analysis models of restraining mechanism are presented. Analysis show round type soil nailing is superior to rectangular type. |
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| Keywords: | round foundation pit soil nailing strength analysis |
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