| 三明移动通讯大楼基坑降水设计方案比较分析 |
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| 引用本文： | 吴开化.三明移动通讯大楼基坑降水设计方案比较分析[J].福建地质,2006,25(2):102-106. |
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| 作者姓名： | 吴开化 |
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| 作者单位： | 福建省三明地质工程勘察院,三明,365001 |
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| 摘 要： | 通过对两种不同基坑降水的设计方案进行分析对比,阐述了降水技术要求,预防周边建筑物不均匀沉降的防治措施,从而提高工程设计的经济效益和社会效益。
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| 关 键 词： | 基坑降水 不均匀沉降 管井法 回灌井 |
| 收稿时间： | 2006-01-05 |
| 修稿时间： | 2006年1月5日 |
Comparative analysis of the drawdown design proposal of foundation trenches for a building in Sanming City |
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| Wu Kaihua.Comparative analysis of the drawdown design proposal of foundation trenches for a building in Sanming City[J].Geology of Fujian,2006,25(2):102-106. |
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| Authors: | Wu Kaihua |
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| Institution: | Sanming Geo-engineering Exploration Institute of Fujian Province, Sanming , 365001 |
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| Abstract: | The drawdown technical requirement makes under discussion according to the analyses and comparison of two different drawdown design proposals for foundation trenches of a building.Some control measures against the differential settlement of peripheral buildings are introduced herein,which can improve the economic and social benefits of engineering(design.) |
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| Keywords: | drawdown of a foundation trench differential settlement a tube-well(method )recharge wells |
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