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 2021-04-01 to 2025-04-01.)

Article	Citations
Effect of pre-grouting on the ground deformation and its mechanism in the construction of tunnels with small-spacing and large-section	133
Application of a combined arching model in the load transfer platform of rigid inclusion system with raft through FEM evaluation	97
Editorial for Transportation Geotechnics and Emerging Technologies	95
Simplified numerical simulation of vibrocompaction in sand	90
Empirical and soft computing approaches for estimation of residual friction angle of clays using toughness limit	87
Analysis of the effect of shoulder cleaning on particle migration within ballast based on a coupled CFD-DEM approach	84
An innovative ballasted track utilizing stabilized clayey subgrade	68
Significance of Cu and Cc in Evaluating Internal Stability with Application to Design of Subbase Gradation in Pavements	62
Upper-bound limit load of rigid pavements resting on reinforced soil embankments – Kinematic approach	61
Towards a wireless sensing infrastructure for smart mobility	59
Interface friction behavior between soil and steel considering offshore pile driving process by ring shear tests	58
Effect of ballast pockets and geogrid reinforcement on ballasted track: Numerical analysis	55
Efficient Bayesian model updating for settlement prediction of the immersed tunnel of HZMB	54
Assessment of load distribution mechanism in geocell reinforced foundation beds using Digital Imaging Correlation Techniques	53
Chemical stabilization of demolition wastes in pavement bases using one–part fly ash and slag based geopolymers	52
Parametric optimization of Cement-based solidification combined with vacuum-assisted filtration	51
Numerical Modelling of Induced Stresses in Buried Corrugated Metal Structures due to Compaction Efforts	48
Evidence for the weather-driven deterioration of ageing transportation earthworks in the UK	45
Soft Clay Modified with Municipal Solid Waste and Stabilized with Nano-MgO for Pavement Subgrade and Embankment Fill Applications	45
Fabrication of superhydrophobic soil stabilizers derived from solid wastes applied for road construction: A review	44
Comprehensive in-situ freeze-thaw monitoring under a granular-surfaced road system	44
Editorial Board	44
Data-driven analysis on the subbase strain prediction: A deep data augmentation-based study	44
Mechanical behavior and durability of a typical frictional cohesive soil from Rio Grande do Sul/Brazil improved with Portland cement	43
Evolution of tunnel uplift and deformation induced by an upper and collinear excavation: A case study from Shenzhen metro	42

Analysis of soil settlement behind bridge abutments	42
Use of hydraulic radius to estimate the permeability of coarse-grained materials using a new geodatabase	40
Moisture stabilization of embankment subgrade with capillary barrier cover under dry and rainy weathers	39
A simplified algorithm for predicting creep settlement of high fills based on modified power law model	39
Long-term settlement of metro viaduct piers: A case study in Shanghai soft soil	39
Rubberized cement-stabilized aggregates: Mechanical performance, thermal properties, and effect on temperature fluctuation in road pavements	39
Stability analysis of jointed rock mass in large underground caverns based on multi-scale analysis method	35
Mechanical Properties of Palygorskite Clay Stabilized with Polyelectrolytes	35
Expected stiffness changes during compaction in laboratory and field	35
Investigation of resilient modulus and permanent deformation of tropical soil with Reclaimed Asphalt Pavement	35