A comparative study for the performance of encased granular columns

• 作 者: Iman Hosseinpour Cristian Sori
• 机 构: DepartmentofCivilEngineering,GraduateSchoolinResearchandEngineering（COPPE）
• 出 处: 岩石力学与岩土工程学报:英文版
• 发表日期: 2019年2期
• 关键词: SOFT soil EMBANKMENT Encased COLUMNS GEOSYNTHETIC NUMERICAL analysis

This paper describes a three-dimensional(3D)numerical analysis of a test embankment on geotextileencased columns(GECs),in comparison with two-dimensional(2D)axisymmetric and plane strain analyses.The 3D numerical analysis was performed considering a recta