基于复合单元法的原理，提出了不连续岩体三维渗流的新算法。
Based on the principle of composite element method, a new algorithm for the three-dimensional seepage problem in discontinuous rock masses is presented.
阐述了复合单元法的原理，并在此基础上提出了针对不连续岩体的算法。
The principle of composite element method is illustrated, and an algorithm for jointed rock masses is implemented on the basis of the principle.
试验过程模拟大坝基础的不连续岩体条件、岩体力学特性和整体双曲拱坝。
The model simulates the discontinuous rock body of dam foundation, the mechanical properties of rock and the entire double curvature arch dam.
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