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地铁深基坑附属结构降水设计和计算

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地下水的控制在地铁施工过程中起到举足轻重的作用,为了探讨长江一级阶地承压水位降深设计及周围环境的影响,采用承压水非完整井计算原理和地基沉降理论计算方法,对深基坑附属结构进行降水设计和地下水位降深引起的地基沉降评价,研究表明:长江一级阶地层依据承压水理论计算的降水井数量及降水构造符合工程建设要求,降水 1.5d可满足现场作业条件,地下水位降深8m引起地层沉降为38.4 mm,满足基坑控制值<40 mm的控制要求,但远大于降深 6m引起的地层沉降18.3 mm,所以在实际工程中需精确开启对应的降水井数量,不宜大面积降水,降深取较小为宜,并且降水后应注重地层沉降监测.
Dewatering Design and Calculation of Attached Structure of Subway Deep Foundation Pit
Groundwater control plays an important role in the process of subway construction.In order to discuss the design of confined water level dropping of the first terrace of the Yangtze River and the influence of the surrounding environment,the calculation principle of confined water incomplete well and the calculation method of foundation settlement theory are adopted to carry out the precipitation design of the attached structure of deep foundation pit and evaluate the foundation settlement caused by the groundwater level drop-ping.The research shows that:The number of dewatering wells and dewatering structure calculated on the first-level terrace of the Yangtze River based on the confined water theory meet the requirements of engineering construction.The dewatering of 1.5 d can meet the field operation conditions.The formation settlement caused by 8 m of groundwater level meets the control value of<40 mm of foun-dation pit,but it is much higher than the formation settlement caused by 6 m.Therefore,in the actual project,it is necessary to open the corresponding number of precipitation wells accurately,and it is not appropriate to dewatering a large area,and it is appropriate to draw down a small depth,and should be paid attention to the formation settlement monitoring after dewatering.

deep foundation pitdewatering designfoundation settlement

刘盼、周汉江

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武汉地铁股份有限公司,湖北 武汉 430000

深基坑 降水设计 地基沉降

2024

黑龙江交通科技
黑龙江省交通科学研究所,黑龙江省交通科技情报总站

黑龙江交通科技

影响因子:0.977
ISSN:1008-3383
年,卷(期):2024.47(3)
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