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郑刚, 石建成, 程雪松, 赵悦镔, 栗晴瀚, 高琪, 刘波, 王书雄, 马继山. 含水层未截断条件下超深基坑回灌控制沉降技术研究[J]. 岩土工程学报, 2021, 43(S2): 7-10. DOI: 10.11779/CJGE2021S2002
引用本文: 郑刚, 石建成, 程雪松, 赵悦镔, 栗晴瀚, 高琪, 刘波, 王书雄, 马继山. 含水层未截断条件下超深基坑回灌控制沉降技术研究[J]. 岩土工程学报, 2021, 43(S2): 7-10. DOI: 10.11779/CJGE2021S2002
ZHENG Gang, SHI Jian-cheng, CHENG Xue-song, ZHAO Yue-bin, LI Qing-han, GAO Qi, LIU Bo, WANG Shu-xiong, MA Ji-shan. Control settlement of recharge in ultra-deep excavations under partial block effect of aquifer[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 7-10. DOI: 10.11779/CJGE2021S2002
Citation: ZHENG Gang, SHI Jian-cheng, CHENG Xue-song, ZHAO Yue-bin, LI Qing-han, GAO Qi, LIU Bo, WANG Shu-xiong, MA Ji-shan. Control settlement of recharge in ultra-deep excavations under partial block effect of aquifer[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 7-10. DOI: 10.11779/CJGE2021S2002

含水层未截断条件下超深基坑回灌控制沉降技术研究

Control settlement of recharge in ultra-deep excavations under partial block effect of aquifer

  • 摘要: 在中国沿海城市地区,以天津为例,承压含水层厚度较大,埋深较深,若全部截断含水层,工程造价昂贵,因此多采用悬挂式止水帷幕,此时基坑周边难免受到基坑降水的影响。为保护周边建筑物安全,常采用回灌措施来控制沉降。通过监测天津地铁6号线某车站基坑工程降水与回灌过程中的水位变化与地表沉降数据进行分析。研究表明,在回灌全面开启后,基坑邻近区的水位得到控制,地表沉降发展逐渐趋于稳定。回灌区附近水位抬升较快,地表沉降有所恢复,存在一定延迟现象,可以达到预期回灌保护效果。在基坑降水过程中应持续回灌,定期监测承压含水层及地表沉降的变化,若出现异常应逐渐增加回灌量,避免水位骤升骤降引起地表沉降甚至建筑不均匀沉降。

     

    Abstract: In coastal cities in China, taking Tianjin for an example, the pressure aquifer is rather thick and buried deep. Cutting off all the aquifer will lead to high construction cost. Therefore, the suspended water-stop curtain is often adopted, in which the water level outside the excavation is inevitably influenced by dewatering. To protect building safety, the recharge is often introduced to control settlement. An analysis is given based on the drawdown and ground surface settlement data monitored during dewatering and recharging in the excavation of a station of Tianjin Rail Transit line 6. After the recharge is fully started, the water level of the neighboring area remains stable, and so is the development of ground surface settlement. The water level near the recharging area rises quickly, which is related directly to the amount of recharge. The ground surface settlement is recovered to a certain extent after starting recharging, but with certain delay. The expected recharge protection can be achieved. Recharging is kept during pit excavation and change in the pressure aquifer and ground surface settlement regularly is monitored. Upon exceptions, the amount of recharge is gradually increased to avoid change of ground surface settlement or even differential settlement of buildings caused by sudden change in the water level.

     

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