机译:2D和3D弹塑性有限元方法的软黏土边坡应力与位移分布
School of Civil Engineering, Tianjin University, Tianjin 300072, China;
School of Civil Engineering, Tianjin University, Tianjin 300072, China;
School of Civil Engineering, Tianjin University, Tianjin 300072, China;
slope stability; soft clay soil; elastoplasticity; finite element method; end effect; stress analysis;