Computers and Geotechnics

Papers
(The H4-Index of Computers and Geotechnics is 54. 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 2021-12-01 to 2025-12-01.)
ArticleCitations
A plasticity‑based upper‑bound prediction model incorporating shank effects for drag embedment anchor behavior in layered clay seabed194
Deconvolved Intensifying Artificial Accelerations (DIAA): Theory and application in geostructures145
Multiscale investigation of bonded granular materials: The H-bond model122
Investigating the impact of polyvinyl alcohol on mechanical and thermal properties of expansive soil under freeze–thaw cycles118
Probabilistic stability analysis of bolt-reinforced rock slopes considering corrosion based on sparse polynomial chaos expansions102
Modeling of soil cracks in electroosmosis88
Editorial Board88
Robust identification and characterization of thin soil layers in cone penetration data by piecewise layer optimization86
An extension of Broms’ theory to unsaturated soils85
Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory84
Finite-difference model for two-dimensional transport of degradable organic contaminants in a buffer layer-cutoff wall-aquifer system accounting for the consolidation behavior83
Slope stability analysis based on SBFEM and multistage polytree-based refinement algorithms78
Investigating the impact of natural fractures on the propagation of multi-cluster fractures using XFEM77
Support pressure assessment of tunnels in the vicinity of leaking pipeline using unified upper bound limit analysis77
An equivalent-additional-stress-based material point method for the deformation of reinforced soil slopes under supergravity76
Data-driven hydraulic property analysis and prediction of two-dimensional random fracture networks73
Study on rock-breaking mechanism of impact trenching in underground diaphragm wall with consideration of slurry effects72
Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation71
A state-dependent dilatancy model for cemented sand70
Reliability analysis of slopes reinforced by frame-anchor structures under earthquake conditions70
Role of Pile-Joint-Soil Interaction in Lateral Resistance: Finite Element Exploration of Steel Pipe Sheet Pile Foundations69
A meta-heuristic optimization-based approach for 3D simplified parametric analysis of embedded soil-foundation systems undergoing coupled horizontal-rocking vibrations68
Numerical analysis of dynamic behavior of piled embankment under train loading66
Risk assessment of a layered slope considering spatial variabilities of interlayer and intralayer66
A coupled thermomechanical peridynamic correspondence model for damage prediction in a freezing rock65
Probabilistic failure envelopes of tripod bucket-supported offshore wind turbines in spatially variable clay based on a novel continuous method65
Stabilizing nodal integration in dynamic smoothed particle finite element method: A simple and efficient algorithm64
Synthesising microstructures of a partially frozen salty sand using voxel-based 3D generative adversarial networks64
Investigation on failure behavior and hydraulic fracturing mechanism of Longmaxi shale with different bedding properties64
Hybrid physics and data-driven method for predicting existing tunnel lining deformation in twin tunnels construction64
Finite discrete element modeling of desiccation fracturing in partially saturated porous medium64
Analytical solution for consolidation of saturated viscoelastic soils around tunnels with general Voigt model63
Ground vibration attenuation performance of surface walls63
Analytical solutions for stresses and displacements of tunnels under static and seismic loading62
Three-dimensional elastoplastic constitutive modeling of green sandstone within ductile domain61
Distributions of lateral earth pressure behind rock-socketed circular diaphragm walls considering radial deflection60
Understanding structural anisotropy and mechanical properties of Na-montmorillonite with crystalline swelling and uniaxial deformation under different hydration degrees60
Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution60
Parameter estimation of grouting pressure and surface subsidence on the reliability of shield tunnel excavation under incomplete probability information60
Leveraging physics-informed neural networks in geotechnical earthquake engineering: An assessment on seismic site response analyses60
Scattered wave effects on the vertical dynamic response of pile groups embedded in layered soil59
Peridynamics simulation of structural damage characteristics in rock sheds under rockfall impact59
A Smoothed Particle Hydrodynamics and Finite Element Method (SPH-FEM) coupled model for fluid-object-structure interaction problems59
Analytical solutions for contaminant transport through a GMB/CCL composite liner system considering effective porosity and thermodiffusion58
Coupled hydro-mechanical analysis for water inrush of fractured rock masses using the discontinuous deformation analysis57
Strain regularisation using a non-local method in Coupled Eulerian-Lagrangian analyses57
Inclusion of root water absorption and reinforcement in upper bound limit stability analysis of vegetated slopes56
Fully analytical solution in time and space domains on temperature in multi-barrier nuclear waste repository56
A three-dimensional thermal-hydro-mechanical coupling model for simulation of fracturing driven by multiphysics56
Coupled bio-hydro-thermo-mechanical interactions of landfilled MSW based on a multi-phase, multi-component numerical model56
DEM study on role of fines in mobility of dry granular flows considering particle size-shape correlation55
A generalized water retention model in a wide suction range considering the initial void ratio and its verification55
An analytical solution for consolidation of soils with stone columns and vertical drains by considering the deformation of stone columns55
Seismic combined bearing capacity of strip footings on partially saturated soils using lower bound theorem of finite element limit analysis and second-order cone programming55
Coupled hydro-mechanical modelling of unsaturated soils; numerical implementation and application to large deformation problems54
Multicomponent gases (CH4/CO2/C6H6) diffusion and adsorption in unsaturated bentonite: A molecular insight54
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