| 软土地区用复合土钉墙进行基坑围护实例分析 |
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| 引用本文： | 阳吉宝,谢石连,崔永高,李璇.软土地区用复合土钉墙进行基坑围护实例分析[J].地下空间与工程学报,2005,1(Z1):1132-1134. |
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| 作者姓名： | 阳吉宝 谢石连 崔永高 李璇 |
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| 作者单位： | 1. 上海市民防地基勘察院,上海,200232
2. 中国核工业二四分公司,上海,200236 |
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| 摘 要： | 软土地区常见的4~6米浅基坑常采用复合土钉墙形式进行基坑围护。本文利用实例对上海软土地区这种常见的基坑围护形式进行了阐述分析,对类似地区的基坑围护设计与施工具有参考、借鉴意义。
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| 关 键 词： | 实例 基坑围护 复合土钉墙 软土 |
| 文章编号： | 1673-0836(2005)07-1132-03 |
| 修稿时间： | 2005年8月5日 |
Case Analysis of Composite Soil-nailing Retaining Wall for Shallow Foundation Excavation in Mollisol |
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| YANG Ji-bao,XIE Shi-lian,CUI Yong-gao,Li Xuan.Case Analysis of Composite Soil-nailing Retaining Wall for Shallow Foundation Excavation in Mollisol[J].Chinese Journal of Underground Space and Engineering,2005,1(Z1):1132-1134. |
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| Authors: | YANG Ji-bao XIE Shi-lian CUI Yong-gao Li Xuan |
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| Abstract: | The composite soil-nailing retaining wall are adopted to shallow foundation excavation at depth of 4-6m in the mollisol.This thesis studies a case of the composite soil-nailing retaining wall widely used in mollisol in Shanghai.It can serve as reference for foundation excavation design and construction in similar areas. |
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| Keywords: | example retaining and protecting for foundation excavation composite soil-nailing retaining wall mollisol |
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