基于能量原理的穿越活动断层隧道震害影响分区方法及应用研究

    Partitioning method for seismic impact zones of tunnels crossing active faults based on energy principle and its applications

    • 摘要: 为提高穿越活动断层隧道的抗震性能,从结构的能量响应出发,引入了断层错动因素,优化了地震作用下穿越活动断层隧道的能量响应计算理论,根据输入能量与结构固有能量之间的关系,提出了地震和断层错动作用下隧道能量响应曲线计算方法,建立了穿越活动断层隧道震害影响区分区方法,依托龙洞子隧道F5活动断层段进行应用研究。结果表明:F5活动断层段隧道在地震10 s左右发生失稳破坏,破坏率最大为58%,根据破坏率对穿越断层隧道进行了震害影响分区;通过汶川地震龙洞子隧道F5和龙溪隧道F8活动断层段现场震害资料分析表明,现场震害类型及震害分布情况与震害影响分区较为符合,这说明提出的基于能量原理的穿越活动断层隧道震害影响分区方法可用于工程实际。研究成果可为穿越活动断层隧道抗震设防设计提供参考。

       

      Abstract: In order to improve the seismic performance of tunnels crossing active faults, starting from the energy response of structures, the factor of fault misalignment is introduced, the theory for calculating the energy response of tunnels crossing active faults under the action of earthquakes is optimized, and the method for calculating the energy response curve of the tunnels under the action of earthquakes and fault misalignment is put forward according to the relationship between the input energy and the intrinsic energy of the structures. Thus the method for distinguishing the zone of seismic damage impacts in the tunnels crossing active faults is established, and it is applied in the researches on the active fault section of F5 of the Longdongzi Tunnel. The results show that the destabilisation damage of the F5 active fault segment occurs around 10 s after the earthquake, with the maximum damage rate of 58%. The seismic impact zones for the tunnels crossing active faults are partitioned based on the damage rate, Through the analysis of the seismic damage information of the F5 active fault section of Longdongzi Tunnel and the F8 active fault of Longxi Tunnel set in Wenchuan Earthquake, the type and distribution of seismic damages on the site are more consistent with the proposed seismic impact zones. It is shown that the seismic impact zone method for the tunnels crossing active faults based on the energy principle can be used in engineering practice. The research results can provide an reference for the anti-seismic design of tunnels crossing active faults.

       

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