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유세은(Se-Eun Yoo),김수경(Su-Kyung Kim),강세구(Se-Goo Gang),이상덕(Sang-Duk Lee),전한용(Han-Yong Jeon) 한국토목섬유학회 2010 한국토목섬유학회 학술발표회 Vol.2010 No.11
In this study, the result of geogrid-reinforced slope and the simulation result using finite element analysis program Visual FEA/Edu were compared for verifying the validity of finite element analysis model. Reinforced slope was formed as a finite element mesh and physical properties of soil and geogrids were assigned. The actual settlement of the reinforced slope and finite element analysis results through contour image showed similar aspects. When finite element mesh was formed rightly and exact physical properties of target were assigned, it is supposed that the results of analysis are reliable. By simulating of field condition before construction, it would be able to get the reasonable choice of geosynthetics.