| 广州越堡水泥厂某构筑物基坑支护设计分析 |
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| 引用本文： | 周乐福,吴启红. 广州越堡水泥厂某构筑物基坑支护设计分析[J]. 山西建筑, 2007, 33(34): 102-103 |
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| 作者姓名： | 周乐福 吴启红 |
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| 作者单位： | 1. 广东有色工程勘察设计院,广东,广州,510800
2. 中南大学地学与环境工程学院,湖南,长沙,410083 |
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| 摘 要： | 以广州越堡水泥厂某构筑物基坑支护为例,阐述了其支护设计方案,并通过验算及施工监测,得出采用搅拌桩和高压旋喷桩联合组成的重力式挡墙支护和止水帷幕的可行性,以供类似工程参考。
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| 关 键 词： | 基坑 支护 搅拌桩 旋喷桩 |
| 文章编号： | 1009-6825（2007）34-0102-02 |
| 修稿时间： | 2007-07-09 |
Analysing supporting reinforcement to a foundation pit of a structure in Yuebao cement mill in Guangzhou |
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| ZHOU Le-fu,WU Qi-hong. Analysing supporting reinforcement to a foundation pit of a structure in Yuebao cement mill in Guangzhou[J]. Shanxi Architecture, 2007, 33(34): 102-103 |
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| Authors: | ZHOU Le-fu WU Qi-hong |
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| Affiliation: | ZHOU Le-fu WU Qi-hong |
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| Abstract: | The paper takes the supporting to a foundation pit of a structure in Yuebao cement mill in Guangzhou as a example,expatiate the design scheme.And after checking computation and monitoring,we educe the design scheme that uses the stirring pile and jet grouting pile to form the gravity type retaining wall and waterstop curtain is feasible,in order to offer a reference for similar engineering. |
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| Keywords: | foundation pit supporting stirring pile jet grouting pile |
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