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      引大济岷工程引水线路活动断裂判释及防治方案

      Interpretation and prevention plan for active faults in diversion line of Dadu River to Minjiang River Water Diversion Project

      • 摘要: 引大济岷工程位于巴颜喀拉块体东南边界“Y”字形交汇区的核心地带, 区域地形高差大, 新构造运动活跃。为解决该工程抗震、抗断问题, 以地质勘察和地震安评成果为基础, 根据地形地貌特征, 物探、钻探、槽探数据、历史地震事件等判释五龙、双石-大川、大邑、蒲江-新津断裂等同工程相交的活动断裂; 结合地震破裂长度与震级间关系和定量类比、滑动速率等, 估算4条活动断裂的潜在震级和最大突发位移量。结果表明:最大潜在地震震级7.68级, 100 a最大水平位错3.27 m, 采取增大隧洞衬砌厚度与配筋、减小结构缝间距和管道设置伸缩节的活断层防治方案。研究成果可为类似工程借鉴。

         

        Abstract: The Dadu River to Minjiang River Water Diversion Project is located in the core area of the Y-shaped intersection zone along the southeastern boundary of the Bayankara Block, where the regional terrain features significant elevation differences and active neotectonics.To address the seismic and faulting challenges of the project, this study based on geological surveys and seismic safety assessments, interprets active faults intersecting with the project, such as the Wulong, Shuangshi-Dachuan, Dayi, and Pujiang-Xinjin faults, using topographic and geomorphological features, geophysical exploration data, drilling and trenching data, and historical seismic events.By combining the relationship between seismic rupture length and magnitude with quantitative analogies and sliding rates, the potential magnitudes and maximum sudden displacements of these four active faults were estimated.The results indicated a maximum potential earthquake magnitude of 7.68, with a 100-year maximum horizontal displacement of 3.27 m.Mitigation measures included increasing tunnel lining thickness and reinforcement, reducing structural joint spacing, and installing expansion joints for pipelines across active faults.The research results can provide a reference for similar projects.

         

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