The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.
计算机在岩土工程中的应用已经牢固确立，并在工程实践和学术界持续快速发展。先进的数值技术和本构模型的发展，以及计算机硬件的快速发展，使得几年前还无法想象的问题得以解决。《计算机与岩土工程》为从事岩土工程计算机辅助分析和研究的工程师和研究人员提供了最新的参考资料。该杂志旨在迅速传播先进的计算机应用在广泛的岩土工程主题。特别鼓励对数值算法、新本构模型的计算机实现和概率方法的进展做出贡献。
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
