摘要
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 accordance with the model,the process of cracks produced and developed in texsol slops is studied by discrete element method when it is loaded in order to recognize its damage mechanism.At the same time,the results of breaking is imitated by computer,the results show that cracks begin from slops foot and develop upward step by step.
出处
《辽宁工程技术大学学报（自然科学版）》
CAS
2000年第4期383-385,共3页
Journal of Liaoning Technical University (Natural Science)
