机译:Analysis of Time-Dependent Soil Behavior Above High-Filled Cut-and-Cover Tunnels Using Discrete Element Method
Lanzhou Jiaotong University;
University of North Dakota;
Washington State UniversityTongji University;
High-filled cut-and-cover tunnel (HFCCT); Discrete element method (DEM); Time-dependent; Micromechanical properties; Vertical earth pressure (VEP);