OOIR: Observatory of International Research

Papers

(The H4-Index of Computers and Geotechnics is 56. 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 2022-01-01 to 2026-01-01.)

Article	Citations
A plasticity‑based upper‑bound prediction model incorporating shank effects for drag embedment anchor behavior in layered clay seabed	198
Deconvolved Intensifying Artificial Accelerations (DIAA): Theory and application in geostructures	149
Three–dimensional continuous–discontinuous pipe network method for simulating fractured and porous seepage	123
Multimode tunnel deformation analysis under oblique normal faulting considering gap formation and horizontal intersection	119
A semi-analytical solution for the load-transfer behaviors of precast concrete pile reinforced by cemented soil with long-core in layer soils	103
Investigating the impact of polyvinyl alcohol on mechanical and thermal properties of expansive soil under freeze–thaw cycles	93
Probabilistic stability analysis of bolt-reinforced rock slopes considering corrosion based on sparse polynomial chaos expansions	90
Editorial Board	90
Robust identification and characterization of thin soil layers in cone penetration data by piecewise layer optimization	88
Support pressure assessment of tunnels in the vicinity of leaking pipeline using unified upper bound limit analysis	87
Investigating the impact of natural fractures on the propagation of multi-cluster fractures using XFEM	86
A generalized water retention model in a wide suction range considering the initial void ratio and its verification	82
Multicomponent gases (CH4/CO2/C6H6) diffusion and adsorption in unsaturated bentonite: A molecular insight	81
Hybrid physics and data-driven method for predicting existing tunnel lining deformation in twin tunnels construction	79
Study on rock-breaking mechanism of impact trenching in underground diaphragm wall with consideration of slurry effects	78
Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation	77
A state-dependent dilatancy model for cemented sand	76
Reliability analysis of slopes reinforced by frame-anchor structures under earthquake conditions	72
Role of Pile-Joint-Soil Interaction in Lateral Resistance: Finite Element Exploration of Steel Pipe Sheet Pile Foundations	71
Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory	70
An extension of Broms’ theory to unsaturated soils	70
Probabilistic failure envelopes of tripod bucket-supported offshore wind turbines in spatially variable clay based on a novel continuous method	69
A coupled thermomechanical peridynamic correspondence model for damage prediction in a freezing rock	69
Numerical analysis of dynamic behavior of piled embankment under train loading	68
Three-dimensional elastoplastic constitutive modeling of green sandstone within ductile domain	67

Polar and Cartesian representations of mechanical quantities in granular materials	67
Analytical solutions for stresses and displacements of tunnels under static and seismic loading	66
Slope stability analysis based on SBFEM and multistage polytree-based refinement algorithms	66
DEM study on role of fines in mobility of dry granular flows considering particle size-shape correlation	64
Stabilizing nodal integration in dynamic smoothed particle finite element method: A simple and efficient algorithm	64
Risk assessment of a layered slope considering spatial variabilities of interlayer and intralayer	64
An equivalent-additional-stress-based material point method for the deformation of reinforced soil slopes under supergravity	64
A meta-heuristic optimization-based approach for 3D simplified parametric analysis of embedded soil-foundation systems undergoing coupled horizontal-rocking vibrations	64
Fully analytical solution in time and space domains on temperature in multi-barrier nuclear waste repository	64
Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution	63
Modeling of soil cracks in electroosmosis	63
Reliability analysis of soil slope stability considering spatial variability of desiccation cracks	62
Seismic combined bearing capacity of strip footings on partially saturated soils using lower bound theorem of finite element limit analysis and second-order cone programming	62
Scattered wave effects on the vertical dynamic response of pile groups embedded in layered soil	62
DEM study on the effect of pore characteristic on single particle crushing behavior of porous particles	61
An analytical solution for consolidation of soils with stone columns and vertical drains by considering the deformation of stone columns	61
Synthesising microstructures of a partially frozen salty sand using voxel-based 3D generative adversarial networks	60
A hysteretic water retention model incorporating the soil deformability and its application to rainfall-induced landslides	60
A Smoothed Particle Hydrodynamics and Finite Element Method (SPH-FEM) coupled model for fluid-object-structure interaction problems	60
Investigation on failure behavior and hydraulic fracturing mechanism of Longmaxi shale with different bedding properties	59
Characterizing the as-encountered ground condition with tunnel boring machine data using semi-supervised learning	58
Symbolic regression based prediction of anisotropic closure in deep tunnels	57
Three-dimensional tunnel face stability considering the steady-state seepage in saturated and unsaturated regions with changing water levels	57
Analytical solutions for contaminant transport through a GMB/CCL composite liner system considering effective porosity and thermodiffusion	57
Inclusion of root water absorption and reinforcement in upper bound limit stability analysis of vegetated slopes	56
Understanding structural anisotropy and mechanical properties of Na-montmorillonite with crystalline swelling and uniaxial deformation under different hydration degrees	56
Evaluation of the Methods of Particle Morphology Characterization: CT Scanning, Digital Imaging and Light Microscopy	56
Multiscale investigation of bonded granular materials: The H-bond model	56
A Coupled FEM-MPM GPU-based algorithm and applications in geomechanics	56
Analysis of the behavior of a high earth-core rockfill dam considering particle breakage	56
Strain regularisation using a non-local method in Coupled Eulerian-Lagrangian analyses	56