Abstract: This paper presents a numerical investigation of the deformation and failure behavior of geosynthetic reinforced soil (GRS) bridge abutments. The backfill soil was characterized using a nonlinear elastoplastic constitutive ...

Abstract: Abstract The immersed tunnels of Hong Kong–Zhuhai–Macao Bridge and the Shenzhen–Zhongshan Channel have lengths up to 6–7 km along the longitudinal direction and cross several soil regions. The traveling wave effect is ...