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文章以考虑压缩性的非稳定性渗流模型为基础,引入有限元法与渗流力作用原理,实现对土石坝边坡稳定性的数值模拟,并引入工程实例验证了该法的合理性。
Based on the unsteady seepage model considering compressibility, the paper introduces the principle of finite element method and seepage force to realize the numerical simulation of slope stability of earth-rock dam. The project example is given to verify the rationality of this method.