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结合工程实例,考虑了土体的渗流和孔隙水压力的消散,应用有限元数值分析软件对一段典型路堤进行了模拟计算,深入地分析了稳态渗流情况下的路堤稳定性问题。
Considering the soil seepage and the dissipation of pore water pressure, a typical embankment was simulated by finite element analysis software, and the embankment stability under steady state seepage was analyzed in depth.