OOIR: Observatory of International Research

Papers

(The H4-Index of Transportation Geotechnics is 35. 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
Towards a wireless sensing infrastructure for smart mobility	134
Comprehensive in-situ freeze-thaw monitoring under a granular-surfaced road system	83
Performance of industrial fly ash based stabilized mine haul roads under seasonal moisture changes	80
Investigating the particle size effect of calcareous sand using a critical state-based model with the covariance matrix adaptation evolutionary strategies algorithm optimization	79
Sliding friction coefficients of coarse-grained soils with different roughness and their impacts on vibration compaction	76
Predicting subsurface classification in 2D from cone penetration test data	73
Investigation of resilient modulus and permanent deformation of tropical soil with Reclaimed Asphalt Pavement	71
Characterization of a fractured rock mass using geological strength index: A discrete fracture network approach	69
Hydromechanical behavior of unsaturated sandy soils with different particle shapes under loading–unloading paths: Numerical simulation and experimental validation	69
Analysis of soil settlement behind bridge abutments	66
Improved determination of the S-wave velocity of rocks in dry and saturated conditions: Application of machine-learning algorithms	61
A simple method to determine soil–water retention curves of compacted active clays	60
Macro and micro analyses of static and dynamic shear characteristics of geogrid and rubber–sand mixture interface	57
Reinforcement mechanism and the stress-strain behaviors of geocells made by non-woven geotextile	57
A deep learning framework incorporating physical knowledge for predicting surface settlement of pile-supported embankment	55
Thermo-mechanical response of sand-silt mixtures	54
Investigation of particle migration and drainage behavior in railway ballast induced by multiphase flow using a coupled VOF-DEM approach	48
A novel data-driven approach for proactive risk assessment in shield tunnel construction	48
Mechanical Properties of Palygorskite Clay Stabilized with Polyelectrolytes	48
Data-driven clay-fouled ballast permeability assessment using analytical-numerical and machine learning approaches	47
A novel thermodynamic constitutive model of coarse-grained soils considering the particle breakage	47
A mechanical analysis model for tunnels under strike-slip faulting considering the fault zone width and nonlinear tunnel-stratum interaction	47
Impact of drying-wetting cycles on the small strain behaviour of compacted clay	45
Mechanical properties of stabilized soil: study on recovered field samples from deep stabilization sites	44
Long-term freeze–thaw cycle behavior of high-speed railway embankment in frozen soil regions and its effects on train-track dynamic interaction system	44

Detailed particle breakage of crushable granular materials under cyclic shearing conditions using dyed gypsum technique	44
Deformation characteristics of existing tunnels induced by above-crossing quasi-rectangular shield tunnel	41
Experimental and numerical study on mechanical properties of sand-contaminated ballast aggregates in confined condition	41
Lateral deformation of high-speed railway foundation induced by adjacent embankment construction in soft soils: Numerical and field study	40
Effect of Shape Discrepancies on Strength of Binary Soils	38
Effect of different reinforcement strategies in cap-pile regions on the lateral bearing performance of a broken wharf in waterway traffic	38
Stabilization of gold mining tailings with alkali-activated carbide lime and sugarcane bagasse ash	37
Amplification and attenuation mechanisms of blast-induced vibration adjacent to cross passage in deep tunnels	37
Experimental and numerical investigation of seepage erosion in sandy cobbles under coupling hydraulic and dynamic load	37
Study on the Rules of Ground Settlement and Pipeline Deformation Considering the Combined Effects of Pipeline Damage Leakage and Shield Tunneling Construction	36
Cumulative deformation of seepage-eroded siliceous mudstone coarse-grained soils under cyclic loading	35