CAJ | 학술논문

采用FLAC3D软件，运用程序中自带的实体单元和土工格栅单元建立仿真模型，对加筋土在路堤中的应用效果进行模拟，对不同层数、不同层住及不同间距的土工格栅对加固软土路基效果进行对比。探讨加筋方式的优选及加筋机理。
채용FLAC3D연건，운용정서중자대적실체단원화토공격책단원건립방진모형，대가근토재로제중적응용효과진행모의，대불동층수、불동층주급불동간거적토공격책대가고연토로기효과진행대비。탐토가근방식적우선급가근궤리。
The simulation model is established by solid mass element and geogrids which are based on FLAC3D. The rock and mortar is simulated by the unit grid and the geogrids are simulated by structural elements, thus a series of computational experiments for the different layers location and interval are performed. After that, the performance of reinforced embankment is analysed, what's more, the mechanism and preferment method in reinforcement embankment are deeply discussed.