FINITE ELEMENT ANLYSIS ON SUPER-HIGH REINFORCED EARTH RETAINING WALL OF THREE STEPS
Lin Tong1，2
(1Faculty of Civil Construction Engineering，Wuhan University， Wuhan 430071 China) (2Faculty of Engineering，Chian University of Geosciences， Wuhan 430074 China)
Abstract：By using finite element method，the major strain and stress，the minor strain and stress，shear stress，deformation and plastic zone of super height reinforced earth retaining wall of three steps are analyzed，and some valuable conclusions are obtained. The conclusions are also compared with the results obtained from in-site investigation and centrifuge modeling test of the reinforced earth retaining wall.
林 彤1，2. 超高三级加筋土挡墙的有限元分析[J]. 岩石力学与工程学报, 2002, 21(11): 1651-1654.
Lin Tong1，2. FINITE ELEMENT ANLYSIS ON SUPER-HIGH REINFORCED EARTH RETAINING WALL OF THREE STEPS. , 2002, 21(11): 1651-1654.
1RomstadK M，HerrmannLR.Intergrated study of reinforced earth—Ⅱ：behavior and design[J]. Journal of the Geotechnical Engineering Division，ASCE，1976，102(6)：577～591
2002, Vol. 21 
