OOIR: Observatory of International Research

Papers

(The H4-Index of Computers and Geotechnics is 58. 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 2022-08-01 to 2026-08-01.)

Article	Citations
Study on rock-breaking mechanism of impact trenching in underground diaphragm wall with consideration of slurry effects	133
Fully analytical solution in time and space domains on temperature in multi-barrier nuclear waste repository	120
Editorial Board	113
Investigating soil-pipe interaction in dense sand: a numerical study using Cosserat continuum theory	107
Inversion of geotechnical parameters based on improved adaptive sequential sampling method and surrogate model	107
Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation	103
Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory	101
Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution	98
Ground vibration attenuation performance of surface walls	98
Finite discrete element modeling of desiccation fracturing in partially saturated porous medium	93
The effect of soil boundary conditions in fully coupled mathematical models of partly saturated vegetated soil poromechanics	91
Strain regularisation using a non-local method in Coupled Eulerian-Lagrangian analyses	90
Numerical analysis of dynamic behavior of piled embankment under train loading	90
Quantifying the scale effects on shallow foundation bearing capacity induced by shear band on sensitive marine clays	89
Three-dimensional site characterization for unsaturated soil nail wall analysis using integration of multivariate co-kriging and finite element method	89
Understanding structural anisotropy and mechanical properties of Na-montmorillonite with crystalline swelling and uniaxial deformation under different hydration degrees	88
Analysis of the behavior of a high earth-core rockfill dam considering particle breakage	88
Accelerating stochastic simulation of post-failure landslide runout using a random graph neural network-based simulator	86
Insight into diving behaviour of the dynamically installed maverick anchor linking to yield surface	85
MPM analysis of wetting-induced failure in collapsible loess slopes	84
Investigation of permeability of superquadric granular materials based on discrete element-lattice Boltzmann method	83
Probabilistic failure envelopes of tripod bucket-supported offshore wind turbines in spatially variable clay based on a novel continuous method	79
Role of Pile-Joint-Soil Interaction in Lateral Resistance: Finite Element Exploration of Steel Pipe Sheet Pile Foundations	79
A meta-heuristic optimization-based approach for 3D simplified parametric analysis of embedded soil-foundation systems undergoing coupled horizontal-rocking vibrations	79
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	79

Polar and Cartesian representations of mechanical quantities in granular materials	78
Deconvolved Intensifying Artificial Accelerations (DIAA): Theory and application in geostructures	78
Multiscale investigation of bonded granular materials: The H-bond model	78
Investigating the impact of polyvinyl alcohol on mechanical and thermal properties of expansive soil under freeze–thaw cycles	77
DEM simulations of the liquefaction resistance and post-liquefaction strain accumulation of coarse-grained soils with varying gradations	77
Multimode tunnel deformation analysis under oblique normal faulting considering gap formation and horizontal intersection	77
Multicomponent gases (CH4/CO2/C6H6) diffusion and adsorption in unsaturated bentonite: A molecular insight	76
A plasticity‑based upper‑bound prediction model incorporating shank effects for drag embedment anchor behavior in layered clay seabed	76
Synthesising microstructures of a partially frozen salty sand using voxel-based 3D generative adversarial networks	76
Parameter estimation of grouting pressure and surface subsidence on the reliability of shield tunnel excavation under incomplete probability information	73
An analytical solution for consolidation of soils with stone columns and vertical drains by considering the deformation of stone columns	72
A Coupled FEM-MPM GPU-based algorithm and applications in geomechanics	72
Modeling of soil cracks in electroosmosis	71
Investigating the impact of natural fractures on the propagation of multi-cluster fractures using XFEM	71
Stabilizing nodal integration in dynamic smoothed particle finite element method: A simple and efficient algorithm	71
Finite-difference model for two-dimensional transport of degradable organic contaminants in a buffer layer-cutoff wall-aquifer system accounting for the consolidation behavior	70
Three-dimensional elastoplastic constitutive modeling of green sandstone within ductile domain	68
A high-fidelity reliability-driven framework for soil conditioning in coarse-grained strata: from mechanism to field application	67
Hybrid physics and data-driven method for predicting existing tunnel lining deformation in twin tunnels construction	66
Three–dimensional continuous–discontinuous pipe network method for simulating fractured and porous seepage	66
A generalized water retention model in a wide suction range considering the initial void ratio and its verification	65
A coupled thermomechanical peridynamic correspondence model for damage prediction in a freezing rock	64
Probabilistic stability analysis of bolt-reinforced rock slopes considering corrosion based on sparse polynomial chaos expansions	64
Coupled hydro-mechanical modelling of unsaturated soils; numerical implementation and application to large deformation problems	64
Symbolic regression based prediction of anisotropic closure in deep tunnels	63
Mitigation of Liquefaction Risk in Layered Soils via Stone Column Drains: Numerical Study and Novel Uncoupled Approach	63
Reliability analysis of slopes reinforced by frame-anchor structures under earthquake conditions	63
A hydraulic-mechanical (HM) coupling constitutive model for unsaturated soil-continuum interfaces considering bonding effect	62
DEM study on role of fines in mobility of dry granular flows considering particle size-shape correlation	60
Flexible barrier-landslide interaction: a coupled MPM-DEM framework and real case study	60
DEM study on the effect of pore characteristic on single particle crushing behavior of porous particles	59
Analytical solutions for stresses and displacements of tunnels under static and seismic loading	59
Adaptive FEM-SPH for anchored slope failure with fractal dimension crack analysis	59
Characterizing friction factors in head loss causing non-Darcy flow on fractures with tortuosity and inertial effects	58
A Smoothed Particle Hydrodynamics and Finite Element Method (SPH-FEM) coupled model for fluid-object-structure interaction problems	58