China
Shenyang Jianzhu University
Piles, tripod pile group, bearing capacity, clays, finite element limit analyses, failure envelope
Discretized limit analysis, Pile-reinforced slope, Spatial variable, Anisotropic spatial variability
Wave loading, Submarine slope, Probabilistic analysis, Particle Swarm Optimization, Limit analysis method, anisotropy
Scale spacing, Interface shear behavior, Snakeskin-inspired surface, Bionic surface optimization
Limit analysis, Multi-stage slope, Spatial variability, Probabilistic analysis
lateral force, soil arching effect, rotation of principal stress, limit analysis upper-limit solution method, three-dimensional analysis