Computers and Geotechnics

Papers
(The H4-Index of Computers and Geotechnics is 47. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-05-01 to 2025-05-01.)
ArticleCitations
Ground vibration attenuation performance of surface walls211
A coupled thermomechanical peridynamic correspondence model for damage prediction in a freezing rock158
Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation152
Deconvolved Intensifying Artificial Accelerations (DIAA): Theory and application in geostructures124
Synthesising microstructures of a partially frozen salty sand using voxel-based 3D generative adversarial networks124
Slope stability analysis based on SBFEM and multistage polytree-based refinement algorithms117
An equivalent-additional-stress-based material point method for the deformation of reinforced soil slopes under supergravity104
Strain regularisation using a non-local method in Coupled Eulerian-Lagrangian analyses96
A hydraulic-mechanical (HM) coupling constitutive model for unsaturated soil-continuum interfaces considering bonding effect94
Undrained stability analysis of dual unlined horseshoe-shaped tunnels in non-homogeneous clays using lower bound limit analysis method78
Risk assessment of a layered slope considering spatial variabilities of interlayer and intralayer75
A hysteretic water retention model incorporating the soil deformability and its application to rainfall-induced landslides74
Lateral soil resistance of rigid pile in cohesionless soil on slope74
DEM study on role of fines in mobility of dry granular flows considering particle size-shape correlation73
Coupled hydro-mechanical modelling of unsaturated soils; numerical implementation and application to large deformation problems68
Reliability analysis of slopes reinforced by frame-anchor structures under earthquake conditions68
Analytical solutions for contaminant transport through a GMB/CCL composite liner system considering effective porosity and thermodiffusion68
Fully analytical solution in time and space domains on temperature in multi-barrier nuclear waste repository66
Parameter estimation of grouting pressure and surface subsidence on the reliability of shield tunnel excavation under incomplete probability information64
Hybrid physics and data-driven method for predicting existing tunnel lining deformation in twin tunnels construction64
An extension of Broms’ theory to unsaturated soils64
Characterizing the as-encountered ground condition with tunnel boring machine data using semi-supervised learning62
A meta-heuristic optimization-based approach for 3D simplified parametric analysis of embedded soil-foundation systems undergoing coupled horizontal-rocking vibrations62
Editorial Board60
A new prediction model of the jet grouting column diameter for three jet grouting systems58
Compaction localization and anisotropic permeability evolution58
Analytical formulation for the deformability assessment of rock masses with filled discontinuities57
Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory56
Symbolic regression based prediction of anisotropic closure in deep tunnels55
Editorial Board54
Finite discrete element modeling of desiccation fracturing in partially saturated porous medium53
Analytical solutions for stresses and displacements of tunnels under static and seismic loading51
Risk assessment of soil slope failure considering copula-based rotated anisotropy random fields51
A novel LBM-DEM based pore-scale thermal-hydro-mechanical model for the fracture propagation process51
Scattered wave effects on the vertical dynamic response of pile groups embedded in layered soil51
DEM simulations of the liquefaction resistance and post-liquefaction strain accumulation of coarse-grained soils with varying gradations50
Filtering property of periodic pile barriers under moving loads50
Numerical analysis of dynamic behavior of piled embankment under train loading50
An efficient strength reduction method for finite element slope stability analysis49
A topological view on microscopic structural evolution for granular material under loading and unloading path49
Analytical solution for consolidation of saturated viscoelastic soils around tunnels with general Voigt model49
Development of a 3D fluid-saturated element for dynamic analysis of two-phase media in ABAQUS based on u-U formed equations49
Reliability analysis of soil slope stability considering spatial variability of desiccation cracks49
Soil-structure interaction of surface footings49
Robust identification and characterization of thin soil layers in cone penetration data by piecewise layer optimization48
Finite-difference model for two-dimensional transport of degradable organic contaminants in a buffer layer-cutoff wall-aquifer system accounting for the consolidation behavior48
Seismic combined bearing capacity of strip footings on partially saturated soils using lower bound theorem of finite element limit analysis and second-order cone programming47
Study on rock-breaking mechanism of impact trenching in underground diaphragm wall with consideration of slurry effects47
An analytical solution for consolidation of soils with stone columns and vertical drains by considering the deformation of stone columns47
A generalized water retention model in a wide suction range considering the initial void ratio and its verification47
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