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纤维加筋土边坡的破坏机理分析
引用本文:杜洪贵,张树光. 纤维加筋土边坡的破坏机理分析[J]. 岩土工程界, 2001, 0(5): 47-48
作者姓名:杜洪贵  张树光
作者单位:辽宁工程技术大学.阜新 123000
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,发现裂隙是从底层与纤维的结合面处产生,并逐步向上扩展的。

关 键 词:离散单元法 纤维加筋土 破坏机理 边坡
修稿时间:2001-03-01

ABOUT TEXSOL SLOPS DAMAGE MECHANISM
DU Hong-gui. ABOUT TEXSOL SLOPS DAMAGE MECHANISM[J]. Geotechnical Engineering World, 2001, 0(5): 47-48
Authors:DU Hong-gui
Affiliation:DU Hong-gui
Abstract:In according 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 recgnize its damage mechanism.At the same time,the results of breaking is imitated by computer.The results ststed that the production of cracks begin from slops foot and develop upward step by step.
Keywords:discrete element method  texsol slops  damage mechanism
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