高富水、强透水卵石地层深基坑降水设计与实践
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中铁十四局集团大盾构工程有限公司

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U455.49

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Dewatering Design and Practice of Deep Foundation Pit in High Water-rich and Strong Permeable Cobble Stratum
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China Railway 14th Bureau Group Shield Engineering Co., Ltd.

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    摘要:

    以常德沅江过江隧道江南工作井作为工程实例,通过对周边地层、水文特性的了解分析,从抽水试验、井位布设、抗突涌验算、沉降分析、坑外回灌等各方面进行了初步的分析,对降水相关的各项技术措施进行了梳理,通过工程实践对降水方案的可行性进行了论证,对类似高富水、强透水卵石地层条件下的深基坑降水施工具有一定的借鉴意义。

    Abstract:

    Taking the example of Jiangnan working shaft of Changde Yuanjiang river-crossing tunnel, based on the obtained hydrological characteristics and the surrounding strata conditions, the paper makes a preliminary analysis on various aspects such as pumping test, well location layout, anti-inrush checking, settlement analysis and recharge surrounding the foundation pit, and the technical measures related to dewatering are reviewed. The feasibility of the dewatering scheme has been demonstrated through the engineering practice, which will be meaningful to the deep foundation pit construction in the similar high water-rich and strong permeable cobble stratum.

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引用本文

时钟.高富水、强透水卵石地层深基坑降水设计与实践[J].钻探工程,2017,44(5):78-83.
SHI Zhong. Dewatering Design and Practice of Deep Foundation Pit in High Water-rich and Strong Permeable Cobble Stratum[J]. Drilling Engineering, 2017,44(5):78-83.

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历史
  • 收稿日期:2017-01-13
  • 最后修改日期:2017-03-19
  • 录用日期:2017-03-29
  • 在线发布日期: 2017-06-16
  • 出版日期: