ISSN 2096-4498 CN 44-1745/U
隧道建设（中英文） ›› 2009, Vol. 29 ›› Issue (1): 93-96.DOI: B
• 施工技术 • 上一篇 下一篇
黄文亮
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作者简介:
HUANG Wenliang
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摘要：
结合武汉地铁范湖站基坑降水实践，介绍在汉口地区承压水位高、地层渗透系数大的水文地质条件下，基坑降水的方案设计、降水井施工工艺、降水运行管理及配合降水施工进行的各种监测工作，对降水施工结束后降水井封堵处理措施也进行了阐述。
Abstract:
Based on the foundation pit construction of Fanhu Station of Wuhan Metro, the author introduces the dewatering technologies for foundation pit construction in such hydrogeologic conditions as high confined water level in Hankou area. These technologies include design of dewatering plan, construction technology of dewatering wells, dewatering operation, monitoring during dewatering and sealing measures of the dewatering wells after dewatering construction.
Key words: , dewatering of deep foundation pitpermeability coefficientmonitoringdewatering well sealing
中图分类号:
TU 46+3
黄文亮. 武汉地铁范湖站深基坑降水技术应用[J]. 隧道建设, 2009, 29(1): 93-96.
HUANG Wenliang. Application of Dewatering Technologies in Deep Foundation Pit Construction of Fanhu Station of Wuhan Metro[J]. Tunnel Construction, 2009, 29(1): 93-96.
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