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为了认识纤维加筋土边坡的破坏机理 ,针对模拟模型 ,采用离散单元法模拟纤维加筋土直立边坡受荷载作用时其内部裂隙的产生和发展过程 ,得出裂隙是从底层与纤维的结合面处产生并逐步向上扩展的结论。
In order to know the failure mechanism of the fiber reinforced soil slope, the discrete element method was used to simulate the generation and development of the internal cracks in the vertical slope of the fiber reinforced earth under load. The results show that the fracture is from the bottom and the fiber Concluded at the junction with the gradual upward expansion of the conclusion.