| 南京地铁中胜站明挖基坑降水设计与施工 |
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| 引用本文： | 徐振龙,王炳华,胡云峰. 南京地铁中胜站明挖基坑降水设计与施工[J]. 工业建筑, 2005, 35(Z1): 577-581 |
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| 作者姓名： | 徐振龙 王炳华 胡云峰 |
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| 作者单位： | 中铁三局集团,太原,030001 |
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| 摘 要： | 针对南京地铁中胜站典型的二元化地质概化模型,分析承压不完整井在非稳定流和干扰状况下的工作机理,提出了一套相对完善的计算设计方法,计算结果与施工监测结果基本吻合。该方法可为类似工程的设计和施工提供参考。
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| 关 键 词： | 深基坑 地基降水 承压水 非稳定流 不完整井 |
| 修稿时间： | 2004-09-15 |
DESIGN AND CONSTRUCTION OF DEWATERING IN DEEP EXCAVATION FOR ZHONGSHENG SUBWAY STATION OF NANJING |
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| Xu Zhenlong,Wang Binghua,Hu Yunfeng. DESIGN AND CONSTRUCTION OF DEWATERING IN DEEP EXCAVATION FOR ZHONGSHENG SUBWAY STATION OF NANJING[J]. Industrial Construction, 2005, 35(Z1): 577-581 |
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| Authors: | Xu Zhenlong Wang Binghua Hu Yunfeng |
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| Abstract: | It is analyzed that the working principles of an imperfect confined water well subjected to nonsteady seepage and interfering conditions;and a set of relative perfect design and calculation methods are also proposed,whose results are basically agreed with monitoring results during construction.The methods may be a reference for the design and construction of similar projects. |
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| Keywords: | deep excavation dewatering pressure water non-steady seepage imperfect well |
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