Exploring the effects of particle shape and content of fines on the shear behavior of sand-fines mixtures via the DEM
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2018.10.021
Study of hydraulic fracturing in an anisotropic poroelastic medium via a hybrid EDFM-XFEM approach
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2018.09.010
Deterministic and reliability analysis of basal heave stability for excavation in spatial variable soils
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2018.12.015
Face stability analysis of a shallow tunnel in the saturated and multilayered soils in short-term condition
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2018.11.011
Estimation of strut forces for braced excavation in granular soils from numerical analysis and case histories
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2018.11.006
An analytical model for evaporation from unsaturated soil
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2018.12.005
Three-dimensional lower bound finite element limit analysis of an anisotropic undrained strength criterion using second-order cone programming
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2018.11.010
Multiscale strength reduction method for heterogeneous slope using hierarchical FEM/DEM modeling
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.103164
Probabilistic stability analysis of an embankment dam considering soil spatial variability
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.103093
Seismic response of shallow foundations over liquefiable soils improved by deep soil mixing columns
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.02.019
Evolution of particle size and shape towards a steady state: Insights from FDEM simulations of crushable granular materials
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.04.022
Simulations of large-scale triaxial shear tests on ballast aggregates using sensing mechanism and real-time (SMART) computing
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.02.010
Stability analysis of soil slope based on a water-soil-coupled and parallelized Smoothed Particle Hydrodynamics model
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2018.12.025
A fully coupled fracture equivalent continuum-dual porosity model for hydro-mechanical process in fractured shale gas reservoirs
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2018.10.017
Elasto-plastic fine-scale damage failure analysis of metro structures based on coupled SBFEM-FEM
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2018.12.030
Model test and numerical simulation of frost heave during twin-tunnel construction using artificial ground-freezing technique
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.103155
Dynamic soil reactions around pile-fictitious soil pile coupled model and its application in parallel seismic method
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.02.011
Behaviours of wall and soil during pre-excavation dewatering under different foundation pit widths
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.103169
Analytical solution for the response of an existing tunnel to a new tunnel excavation underneath
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2018.12.026
Three-dimensional modeling of granular flow impact on rigid and deformable structures
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.03.019
Effects of suffosion-induced contact variation on dynamic responses of saturated roadbed considering hydro-mechanical coupling under high-speed train loading
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.103095
A novel cushioned piled raft foundation to protect buildings subjected to normal fault rupture
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2018.11.002
A novel hydro-mechanical coupled analysis for the fractured vuggy carbonate reservoirs
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2018.10.013
A three-dimensional algorithm for estimating water-tightness of cement-treated ground with geometric imperfections
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.103176
Implementation of a modified Drucker–Prager model in the lattice spring model for plasticity and fracture
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2018.11.021
Can degree of saturation decrease during constant suction compression of an unsaturated soil
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2018.10.015
Unified system reliability approach for single and group pile foundations – Theory and resistance factor calibration
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2018.12.003
Three-dimensional analysis of tunnel face stability in spatially variable soils
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.03.005
A general framework for coupled hydro-mechanical modelling of rainfall-induced instability in unsaturated slopes with multivariate random fields
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.103162
A simplified procedure for the interaction between fully-grouted bolts and rock mass for circular tunnels
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2018.10.008
Non-orthogonal elastoplastic constitutive model with the critical state for clay
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.103200
A boundary-spheropolygon element method for modelling sub-particle stress and particle breakage
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.05.002
On the use of discrete element method for multi-scale assessment of clay behavior
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.05.001
A simple 3D elastoplastic constitutive model for soils based on the characteristic stress
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.02.001
Simulating interface characteristics by using a particulate interface model of a discrete element method
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.01.011
DEM simulation of planar sliding using a particulate interface model considering velocity-dependent friction
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.04.001
A stable mesh-independent approach for numerical modelling of structured soils at large strains
来源期刊:Computers and GeotechnicsDOI:10.1016/j.compgeo.2019.103215
Interaction of pore pressures in double-porosity medium: Fluid injection in borehole
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2018.11.026
Wave-monopile-seabed interaction considering nonlinear pile-soil contact
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.04.021
A new superlinear viscoplastic shear model for accelerated rheological deformation
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.103132
Three-dimensional finite element analysis of piled rafts with energy piles
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.103115
Generalized nonlinear model describing softening and hardening behaviors of skin friction for axially loaded piles
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.103196
Application of improved radial movement optimization for calculating the upper bound of ultimate bearing capacity of shallow foundation on unsaturated soil
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.01.016
Probabilistic analysis of strip footings resting on spatially varying soils using kriging metamodeling and importance sampling
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.103107
A three-dimensional semi-analytical method for calculating vibrations from a moving load on a periodic jointed tunnel
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.103150
Numerical Investigation of liquefaction in earth dams: A Comparison of Darcy and Non-Darcy flow models
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.103182
Formulation and application of 3D THM-coupled zero-thickness interface elements
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.103204
Geotechnical localization analysis based on Cosserat continuum theory and second-order cone programming optimized finite element method
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.103118
Lattice modelling of gravity and stress-driven failures of rock tunnels
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.103183
Constitutive elasto-plastic model for fine soils in the unsaturated to saturated saturation zone
来源期刊:Computers and GeotechnicsDOI:10.1016/J.COMPGEO.2019.03.001