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The structural joints of face rockfill dam are the most important part and the weakest link of the seepage control system of dams. Taking a face rockfill dam as an example, the position, width, length of vertical failure joints and permeability coefficient of cushion area were simulated by finite element method. And then the seepage field law and permeability stability after water stop failure were studied. The results show that in the case of single fracture failure, the position, width, length of fracture and permeability coefficient of cushion are positively correlated with control factors of seepage flow, and the length of vertical fracture and permeability coefficient of cushion are the most significant. When multiple joints fail simultaneously, the seepage flow at cracked panel can be calculated by summing the failure results of single joints, and the results are safety. At the same time, it is suggested that the permeability coefficient of cushion should be 1×10^-5m/s or slightly smaller. The results can provide reference for the design and construction of similar projects.

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面板坝结构缝是大坝防渗体系的重要组成部分，也是最薄弱环节，其一旦失效对大坝安全影响巨大。以某面板堆石坝为例，运用有限元计算方法，对垂直缝失效位置、缝宽、缝长及垫层区渗透系数等典型特征进行模拟分析，分析了止水失效后渗流场规律及其渗透稳定性。结果表明，单缝失效时，垂直缝位置、缝宽、缝长及垫层渗透系数等与各渗流控制要素呈正相关，其中缝长及垫层渗透系数的相关性最显著；多缝同时失效时，开裂面板处流量可应用单缝失效结果求和计算而得，且结果偏于安全。同时，建议垫层渗透系数宜取1×10^-5m/s或略小。结果可为类似工程设计、施工提供参考。

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乔蓓（1988-），女，硕士研究生，研究方向为岩土工程及水工结构数值分析，E-mail：beiqiaonuannuan@163.com

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乔蓓（1988-），女，硕士研究生，研究方向为岩土工程及水工结构数值分析，E-mail：beiqiaonuannuan@163.com

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