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运用有限差分软件FLAC3D对一段人工堆山加筋边坡进行了分层加载过程的数值模拟和分析,得到了该加筋边坡的抗滑安全系数随加筋密度和格栅铺设长度的变化规律,以及坡体水平位移、土工格栅的受力情况等分布规律,并对计算结果进行了讨论和分析。
The finite element software FLAC3D was used to simulate and analyze the stratified loading process of a section of artificial hillside reinforced slope. The law of sliding safety of the reinforced slope was obtained with the variation of the reinforcement density and the laying length , As well as the horizontal displacement of the slope and the force distribution of the geogrid. The results of the calculation are discussed and analyzed.