• 全国中文核心期刊
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谢雄耀, 易成敏, 李伟平, 方勇刚. 甬江沉管隧道运营期接头监测数据安全性分析[J]. 岩土工程学报, 2019, 41(12): 2338-2344. DOI: 10.11779/CJGE201912020
引用本文: 谢雄耀, 易成敏, 李伟平, 方勇刚. 甬江沉管隧道运营期接头监测数据安全性分析[J]. 岩土工程学报, 2019, 41(12): 2338-2344. DOI: 10.11779/CJGE201912020
XIE Xiong-yao, YI Cheng-min, LI Wei-ping, FANG Yong-gang. Safety analysis of settlement monitoring data of joints of Yongjiang immersed tube tunnel during operation period[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(12): 2338-2344. DOI: 10.11779/CJGE201912020
Citation: XIE Xiong-yao, YI Cheng-min, LI Wei-ping, FANG Yong-gang. Safety analysis of settlement monitoring data of joints of Yongjiang immersed tube tunnel during operation period[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(12): 2338-2344. DOI: 10.11779/CJGE201912020

甬江沉管隧道运营期接头监测数据安全性分析

Safety analysis of settlement monitoring data of joints of Yongjiang immersed tube tunnel during operation period

  • 摘要: 沉管隧道接头的力学性能是其安全运营的关键。通过宁波甬江沉管隧道23 a的运营期接头沉降的监测数据分析,找出了沉管隧道在软土地基中产生的不均匀沉降与沉管隧道接头各种形变的关系,讨论了甬江沉管隧道在23 a运营期间的不均匀沉降的规律。其次,建立GINA止水带的受力模型,计算了由于接头变形导致的GINA止水带受力的问题,并检验了接头止水的安全性。最后,提出了在隧道运营期间,可通过强制位移法利用隧道沉降监测数据对结构进行安全性评估的方法。

     

    Abstract: The mechanical properties of immersed tunnel joints are the key to their safe operation. By analyzing the monitoring data of joint settlement of Yongjiang immersed tube tunnel in Ningbo for 23 years operation, the relationship between uneven settlement of immersed tube tunnel in soft soil foundation and joint deformation of immersed tube tunnel is found, and the laws and reasons of uneven settlement are analyzed and discussed. The stress model for GINA waterstop is established, the stress of GINA waterstop caused by joint deformation is calculated, and the safety of joint waterstop is checked. Finally, the safety assessment method for the structures by using the settlement monitoring data of the tunnel through the forced displacement method during its operation is put forward.

     

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