人民长江

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输水隧洞赋存活断层蠕滑位移模式研究

薛少强,张传庆,肖成志,朱国金,杨小龙,刘小岩,周辉   

  • 出版日期:2019-11-28 发布日期:2019-11-28

Study on creep displacement modes of active fault where water conveyance tunnel passing through

XUE Shaoqiang, ZHANG Chuanqing, XIAO Chengzhi, ZHU Guojin, YANG Xiaolong, LIU Xiaoyan, ZHOU Hui   

  • Online:2019-11-28 Published:2019-11-28

摘要: 活断层的蠕滑错动对穿越其中的隧洞(道)、管线等工程的运行安全影响巨大,活断层位移模式是穿越断层带工程建筑物的关键设计依据。针对这一问题,总结归纳了活断层的地质和活动特征。以滇中引水工程凤凰山隧洞所穿越的元谋—绿汁江活断层地质结构为典型,开展了不同类型、倾角断层错动数值模拟,同时考虑了断层带内岩体力学参数分区和错动时间,分析了不同情况下沿隧洞轴线断层位移的分布特征。结果表明:① 逆断层、正断层和走滑断层的水平和竖直错动位移均呈“S”型,位移模式与断层倾角关系不显著;② 错动位移变化梯度与岩体力学性质密切相关;③ 断层错动位移模式受断层带岩体力学特性分区的影响,破碎带为均一岩体并与影响带不同时,错动位移呈“Z”型;④ 正断层和逆断层位移模式随错动时间出现局部化问题,走滑断层位移模式不随错动时间变化。研究结果将可为穿越活断层的隧洞工程结构设计提供重要参考。 〖HT5”H〗关〓键〓词:〖HT5”K〗

关键词: 活断层, 位移模式, 隧洞, 蠕滑, 岩体力学特性分区

Abstract: The creep displacement of active faults has a great impact on the safety of tunnels, pipelines and other projects passing through these active faults. The displacement mode of active fault is the key basis for the design of structures crossing the fault zone. In response to this issue, the geological and active features of active faults are summarized. Based on that, the numerical simulation on faults-moving with different types and dip angles is carried out using the typical geological structure of the Yuanmou-Luzhi River active faults where the Fenghuangshan Tunnel of the Water Diversion Project in central Yunnan passing through. In the simulation, the zoning of rock mass mechanical parameters in the fault zone and creep time were taken into account, and the distribution characteristics of fault displacements along the tunnel axis under different conditions were analyzed. The results show: ① The horizontal and vertical displacement modes of reverse faults, normal faults and strike-slip faults are all "S" type, and the relationship between the displacement modes and fault dip angle is not significant. ② The gradient of creep displacement is closely related to mechanical properties of rock mass. ③ The displacement modes of fault creep are affected by the zoning of the mechanical properties of fault zone rock masses, and the mode of the displacement is "Z" type when the fracture zone is homogeneous and not the same as the influence zone.④ Localization problems of normal faults and reverse faults displacement modes occur with creep time. The displacement modes of strike-slip faults don’t change with the creep time. The results of the study will provide important references for the design of tunnel engineering structures passing through active faults.

Key words: active fault, displacement mode, tunnel, creep, zoning of rock mechanical properties