摘要： 采用边界元法分析了坝基渗流问题"并与有限元法和裂隙网络法的计算结果进行了比较。结果表明，用边界元法处理同类问题，具有方便、快速、精度高等优点。

Abstract: The boundary element method has been applied to solve the problem of dam foundation seepage, and its results are compared with the ones from finite element method and fissure network method. The results have shown that it was convenient, speedy and of high accuracy for adopting boundary element method to deal with similar problems.