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曾超峰, 陈宏波, 王 硕, 薛秀丽, 蔡钢, 朱彤, 韩磊, 徐长节. 基坑地下水回灌模型试验研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20240200
引用本文: 曾超峰, 陈宏波, 王 硕, 薛秀丽, 蔡钢, 朱彤, 韩磊, 徐长节. 基坑地下水回灌模型试验研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20240200
Laboratory-scale model test on artificial groundwater recharge in deep excavation[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240200
Citation: Laboratory-scale model test on artificial groundwater recharge in deep excavation[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240200

基坑地下水回灌模型试验研究

Laboratory-scale model test on artificial groundwater recharge in deep excavation

  • 摘要: 基坑降水会引发基坑周围环境显著沉降,地下水回灌则常用来限制抽水引起的沉降;然而,在实际回灌工程中,往往需要预先开展多组回灌试验来测试回灌效果,并以此为依据确定正式的回灌运行方案;如果能在实验室环境中对各种回灌工况进行缩尺物理模拟,将有助于更加经济且高效地确立回灌优化方案。本文以天津某地铁基坑工程为背景开展了基坑抽水与回灌室内模型试验,探讨了在实验室尺度下再现实际基坑地下水回灌的可行性;具体地,通过布设水位观测井、位移传感器及应力传感器,实时监测了基坑抽水与回灌过程中坑内外水位变化、围护结构侧移和其两侧水土压力变化及坑外地表沉降,探讨了不同回灌量条件下水位及坑外地表沉降随时间的变化规律。研究表明:(1)实验室尺度下的基坑抽水-回灌试验可较好地再现实际基坑抽水与回灌所带来的水位下降与抬升;(2)在坑外紧邻基坑围挡处进行回灌时,回灌井底部附近水压力明显增大,由此可诱发相应位置处围挡向坑内运动并进而导致坑外地面沉降,实际工程中应谨慎确定紧挨基坑围挡处回灌井的回灌量以避免围挡向坑内的大幅偏转及由此带来的沉降增量,对于地表变形需严格控制的工程,不宜将回灌井设置在坑外紧邻基坑围挡处。

     

    Abstract: Dewatering inside an excavation can induce significant surrounding ground settlement. Artificial groundwater recharge is commonly employed to limit the dewatering-induced ground settlement. Generally, it is necessary to carry out a series of preliminary tests to check the recharge effect and then determine the formal recharge operation scheme. If the scaling physical modelling of various recharge conditions can be reproduced in the laboratory environment, it would provide a more economical and efficient method to establish optimal recharge schemes. In this paper, based on a practical excavation of metro station in Tianjin, we conducted laboratory-scale dewatering and recharge tests to explore the feasibility of reproducing the effect of artificial recharge on limiting groundwater drawdown and ground settlement in the laboratory. With installation of observation wells, displacement sensors and stress sensors, the time-history variations of water level inside and outside the excavation, enclosure wall deflections, pore water pressure and earth pressure on both sides of the wall, and ground surface settlement were monitored during the dewatering and recharge tests. The results show that: (1) the groundwater drawdown induced by dewatering and groundwater level rise caused by recharge can be well reproduced in laboratory environment, demonstrating the feasibility of laboratory-scale model tests of dewatering and recharge; (2) when recharge is carried out in close proximity to the enclosure wall, the water pressure around the bottom of the recharge wells increases significantly, which could make the enclosure wall at the same buried depth move inward to the excavation, subsequently leading to ground settlement outside the excavation. In practical engineering, engineers should carefully determine the recharge rates of the wells located near the enclosure wall to prevent large wall deflections and subsequent settlement increment. For projects that require strict control over surface deformation, it is not advisable to place recharge wells in the vicinity of the enclosure wall.

     

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