Transportation Geotechnics

Papers
(The TQCC of Transportation Geotechnics is 11. 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.)
ArticleCitations
Real-time multi-objective optimization and simulation of intelligent compaction for railway subgrade construction100
A simple method to determine soil–water retention curves of compacted active clays99
Permanent deformation characteristics of coarse-grained materials in high-speed railway subgrades under the combined effects of hydro-environmental variations and high-frequency dynamic loading90
Analysis of soil settlement behind bridge abutments87
Thermo-mechanical response of sand-silt mixtures78
Hydromechanical behavior of unsaturated sandy soils with different particle shapes under loading–unloading paths: Numerical simulation and experimental validation78
Investigating the particle size effect of calcareous sand using a critical state-based model with the covariance matrix adaptation evolutionary strategies algorithm optimization74
Mechanical Properties of Palygorskite Clay Stabilized with Polyelectrolytes71
Macro and micro analyses of static and dynamic shear characteristics of geogrid and rubber–sand mixture interface68
Study on synergistic damage amplification mechanism and ductile–brittle transition in water-bearing freeze–thaw sandstone63
Stability of EICP–ASKG-reinforced aeolian sand along desert highways under the combined effects of plant germination and wind erosion60
Performance of industrial fly ash based stabilized mine haul roads under seasonal moisture changes53
Hydro-Mechanical Behavior of Sand Subgrades under Cyclic Loading across Moisture States: Insights from Large-Scale Physical Modeling51
Study on the mechanical characteristics of Xiyu conglomerates based on the random seed rubbing micro-structural method51
Optimised subgrade design for transport infrastructure: a Mechanistic-Economic approach51
Characterization of a fractured rock mass using geological strength index: A discrete fracture network approach51
Towards a wireless sensing infrastructure for smart mobility50
A deep learning framework incorporating physical knowledge for predicting surface settlement of pile-supported embankment50
Reinforcement mechanism and the stress-strain behaviors of geocells made by non-woven geotextile50
Investigation of particle migration and drainage behavior in railway ballast induced by multiphase flow using a coupled VOF-DEM approach50
Shield machine attitude prediction and control based on outcome-oriented and numerical fusion technologies48
Improved determination of the S-wave velocity of rocks in dry and saturated conditions: Application of machine-learning algorithms48
Properties of calcareous sand treated by seawater-based biomineralization via bacterial-enzyme induced carbonate precipitation48
Field comparative study of probe configurations in the vibratory probe compaction method for liquefiable silty sand ground45
Effect of rainfall infiltration on the stability of geosynthetic reinforced walls in unsaturated soil45
Predicting subsurface classification in 2D from cone penetration test data42
A novel data-driven approach for proactive risk assessment in shield tunnel construction42
Sliding friction coefficients of coarse-grained soils with different roughness and their impacts on vibration compaction42
Dynamic approach-based assessment of debris flow susceptibility in the mountainous area of North China41
A mechanical analysis model for tunnels under strike-slip faulting considering the fault zone width and nonlinear tunnel-stratum interaction41
A novel thermodynamic constitutive model of coarse-grained soils considering the particle breakage41
Investigation of resilient modulus and permanent deformation of tropical soil with Reclaimed Asphalt Pavement40
An implicit optimisation-based hybrid continuum method for large-deformation geotechnical analysis39
Effect of different reinforcement strategies in cap-pile regions on the lateral bearing performance of a broken wharf in waterway traffic39
A coupled train-track-subgrade dynamic framework integrating the continuous surface cap model for ballastless track damage analysis39
Recent advancements on artificial intelligence in revolutionizing transportation geotechnics: Integration and innovations (2013–2025)39
A semi-analytical solution for the transient response of one-dimensional saturated single-layer porous media with general boundary conditions39
Detailed particle breakage of crushable granular materials under cyclic shearing conditions using dyed gypsum technique38
Editorial Board38
Data-driven clay-fouled ballast permeability assessment using analytical-numerical and machine learning approaches38
Drained shear behavior of coral sand-diatom mixtures38
Influence of embankment properties on dynamic response considering liquefiable foundation soil38
Amplification and attenuation mechanisms of blast-induced vibration adjacent to cross passage in deep tunnels37
Effect of remolding water content on cyclic stress–strain property of compacted clay soils37
The effect of ballast moisture content and fouling index on railway track settlement37
Cumulative deformation of seepage-eroded siliceous mudstone coarse-grained soils under cyclic loading36
Deformation characteristics of existing tunnels induced by above-crossing quasi-rectangular shield tunnel36
Mechanical properties of stabilized soil: study on recovered field samples from deep stabilization sites36
Experimental study on tunneling-induced soil arching evolution in pile-raft foundations35
Empirical transfer functions for foam glass aggregates insulation used in flexible pavement layered systems34
Experimental and numerical investigation of seepage erosion in sandy cobbles under coupling hydraulic and dynamic load34
Numerical study on the lateral soil arching effect and associated tunnel responses behind braced excavation in clayey ground33
Accumulated plastic deformation behavior of granite residual soil under cyclic loading considering the influence of initial unloading33
Load transfer mechanism and interaction evolution in pile-soil system to high-frequency axial load: Centrifuge modelling and numerical analysis33
Preparation and performance of an all-solid-waste alkali-activated cementitious material incorporating molybdenum tailings, Bayer red mud, and calcium carbide slag33
Basal heave stability analysis of braced excavations in layered cohesive-frictional soils with a discretization-based kinematic mechanism32
Exploring liquefaction resistance in saturated and gassy sands at different state parameters32
Editorial Board32
Research on the Coupled Dynamic Response of Vibratory Roller-Unsaturated Subgrade under Different Compaction and Moisture Content States32
Long-term freeze–thaw cycle behavior of high-speed railway embankment in frozen soil regions and its effects on train-track dynamic interaction system32
Slope stability analysis of Mount St. Helens slope using Scoops3D and machine learning31
Dynamic mechanical properties and bearing capacity evaluation of prefabricated concrete pavement slabs based on deflection-strain joint inversion model31
Experimental and numerical study on mechanical properties of sand-contaminated ballast aggregates in confined condition31
Review of numerical approaches used in soil-pipe interaction analysis of water mains30
Impact of drying-wetting cycles on the small strain behaviour of compacted clay30
Optimized machine learning models for predicting crown convergence of plateau mountain tunnels30
Artificial ground freezing by solid carbon dioxide—Analysis of controlling factors on ice-wall formation30
Construction induced variability in deep soil mixing of problematic soils: field evidence from peat and high plasticity clays30
Field measurement and numerical investigation of artificial ground freezing for the construction of a subway cross passage under groundwater flow29
Study on the Fracture Characteristics and Bolting Effect of Deep Tunnels Based on in-situ Mechanical Behavior of Rock Mass29
Prediction of shield machine posture using the GRU algorithm with adaptive boosting: A case study of Chengdu Subway project29
Study on the Vibration Response of the Slab Track Coupling System under the Influence of Shear Hinge29
Cyclic strain sweep testing-analysis to evaluate the mechanical characteristics of stabilized soils29
Lateral deformation of high-speed railway foundation induced by adjacent embankment construction in soft soils: Numerical and field study29
Role of relieving shelves on active earth pressures for retaining walls: Integrating physics-based and data-driven modelling29
Effect of Shape Discrepancies on Strength of Binary Soils29
Predicting permanent strain accumulation of unbound aggregates using machine learning algorithms28
Study on the Rules of Ground Settlement and Pipeline Deformation Considering the Combined Effects of Pipeline Damage Leakage and Shield Tunneling Construction28
Forward calculation of displacement fields with multilayered unsaturated highway system induced by falling weight deflectometer using dynamic response method28
Automated railway subgrade defect detection using GPR and an enhanced YOLOv11 framework27
Development of granular road assessment and asset management tool for quantifying superload impacts27
Mechanical properties of a reinforced clay subgrade: Experimental investigation and mathematical modelling of fibre distribution patterns27
Effects of gradation on particle breakage and mechanical behaviour of coral sand27
Impact of cementitious materials on the resilient modulus and damping ratio of weak subgrade27
Feasibility of biochar for low-emission soft clay stabilization using CO2 curing27
Performance evaluation of high early strength micro-expansion geopolymer grout potentially used for sustainable road infrastructure27
Multiscale DEM-FDM framework for subgrade dynamic response under high-speed railway speed-up27
Field assessment of operational parameters for efficient dynamic track stabilization in heavy haul railways27
Editorial Board26
Soil-structure interaction issues in integral abutment bridges26
Distribution and evolution of distress in embankment-bridge transition sections of the Gonghe–Yushu Expressway in degrading permafrost regions26
Deformation and degradation behaviour of coal-fouled tyre chips intermixed steel slag ballast under cyclic loading26
Influence of interface flow field on slope deterioration mechanism under freeze–thaw cycles: insights from physical model testing26
Characterization of pore water distribution in unsaturated soils during drying process with NMR and soil-water characteristic curves25
Effect of complex climatic and wheel load conditions on resilient modulus of unsaturated subgrade soil25
Integrated geotechnical and electrical resistivity approaches for investigating rainfall-induced slope failure in a mountainous highway embankment25
Influence of slaking behavior on the shear strength, swelling capacity, and crack evolution of mudstone25
Propagation characteristics of vibration induced by medium-low-speed maglev train running on subgrade25
Reuse of improved shield muck as reinforcement material for bridge erosion protection25
Segmental tunnel with isolation layer in soil-rock transition under longitudinal excitation: experimental and numerical investigation24
Pavement performance analysis considering the influence of suction and temperature on subgrade soil modulus24
Valorization of waste tire textile fibers for durability enhancement of expansive clay stabilized with calcium carbide residue and water treatment sludge24
Deep learning–based data anomaly detection for highway slope structural health monitoring: A comparative study24
Influence of freeze–thaw cycles on mechanical properties of moraine soils24
Cumulative frost heave and hydrothermal process of the high-speed railway subgrade under extreme climate conditions in northwest China24
Influential factors on the performance of embankments stabilised on deep-mixed columns24
Experimental investigation of mechanical behavior of geosynthetics in different soil plasticity indexes24
Effects of pavement surface on the performance of subgrades modified with sisal fiber and municipal solid waste incineration bottom ash24
Effect of installation damage on the behavior of a polypropylene geogrid in an aggressive environment24
Analysis of scour-driven performance loss in battered drilled-shaft bridge foundations in a Korean macrotidal-estuary case24
Integrating FEM with reliability-based serviceability limit state design for a test embankment on low-carbon column-stabilised soil24
Designing, analyzing, and experimentally verifying a uniaxial shear box for investigating the length effect of buried pipelines during soil liquefaction24
Evolving support vector regression based on improved grey wolf optimization for predicting settlement during construction of high-filled roadbed24
On site fouling index assessment of ballasted layers using cone dynamic penetrometer and miniature borescope image analysis24
Load carrying capacity of strip foundations on layered unsaturated soil media24
Soil-aggregate-cement mixtures for base pavement layers: A strength and stiffness characterization24
Integrated mechanical and microstructural evaluation of cement-stabilized full-depth reclamation pavement materials incorporating asphalt emulsion23
Statistical modeling of multivariate loess properties in Taiyuan using regular vine copula with optimized tree structure23
Vibration of the track-soil system due to a harmonic moving load on railway tracks resting on layered soils by 2.5D approach23
Field-scale estimation of geomaterials porosity in transportation embankments using elastic wave velocities23
In-Situ Plate Load Test Measurements of Stress Distribution Properties for Coarse Unbound Granular Materials23
Applicability and comparison of four nature-inspired hybrid techniques in predicting driven piles’ friction capacity23
Genetic programming-based closed-form solutions for predicting the compressive strength of cement-treated soils23
A spectral element-based dynamic model for train-track-tunnel-soil interaction23
A digital-twin LiDAR simulator for performance assessment of railway ballast geometry inspections23
Evaluation of expanded polystyrene as a lightweight material in road construction under cyclic loading23
Finite-Element modelling of axial movements of polyethylene pipes in dense sand22
Physical model study of pile type effect on long-term settlement of geosynthetic-reinforced pile-supported embankment under traffic loading22
Geotechnical characterisation and sustainability assessment of plastic waste inclusions on a cement-treated fine-grained soil for pavement applications22
CFD–DEM investigation of high-frequency cyclic-strain-driven suffusion and post-erosion cyclic degradation in gap-graded sand22
An optimized method for analysis of existing tunnels undercrossed by new tunnels in rich-water strata22
Unified hardening (UH) model for saturated frozen soil incorporating creep behaviour22
Dynamic response of twin-tunnel metro tunnel under the coupling effect of multi-directional earthquake and train loads22
Field test and numerical simulation study of geogrid reinforced gradient pile-supported embankment for controlling the settlement of bridge approach on expressways22
Semi-Analytical Solution to 3D Tunneling Face Stability Considering Excess Pore Pressure22
Prediction of resilient modulus with pre-post experimental data of undisturbed subgrade soils using machine learning algorithms21
Experimental study on face stability for shield tunnelling in sandy cobble strata at various rock contents21
Modeling mechanical behavior of buried pipe suffering from frost-heaving force based on the Winkler Elastic Foundation Beam Theory21
Chemical, mineralogical and geotechnical properties of volcanic ash of Tajogaite (La Palma, Canary Islands, Spain)21
Corrigendum to “Theoretical modelling of the washboard phenomenon on unpaved roads” [Transp. Geotech. 50 (2025) 101484]21
A Comparative Evaluation of under Tie Pads on Railroad Track Maintenance Using Markov Decision Process21
Predictive modeling of track degradation rates considering drainage conditions for maintenance scheduling21
Editorial Board21
Machine Learning Models for Predicting Permanent Deformation in Railway Tracks21
Activation of sintered red mud and its application as a cement substitute in foamed lightweight soil for backfilling engineering21
Performance of the polyurethane foam injection technique for road maintenance applications21
Direct shear–DEM evaluation of basic oxygen furnace (BOF) slag for railway ballast20
Impact of particle arrangement and model dimensions on DEM modeling of high-speed railway ballasted tracks in 2D and 3D20
Centrifuge modeling of ground thaw settlement during metro tunnel construction using AGF method20
Mechanisms of thermo–hydro–mechanical coupling in multilayer asphalt concrete pavement embankments of permafrost regions: Triggering processes of directional deformation and cracking20
Effect of particle size on small strain stiffness of biotreated sands20
Geotechnical and microscopic behavior of the artificially structured clay induced by metakaolin-based geopolymer20
Field measurements at a road embankment during a winter season in northern Sweden20
A novel hybrid intelligence paradigm of ELM and enhanced slime mould algorithm based on adaptive grouping technique for predicting the bearing capacity of stiffened DCM columns20
The influence of sand content on dynamic behaviors of ballast bed from a multiscale perspective20
Airport infrastructure risk to liquefaction by deploying multi-modal data and remote sensing20
Stress-deformation analysis of rail substructure under moving wheel load20
Dynamic behaviour of integral abutment bridge transition under moving train loads20
Shaking table test and numerical simulation of soil–corrugated steel utility tunnel interaction20
Physics-data driven approach for multi-objective intelligent prediction and optimization of deep soft rock tunnel stability20
Longitudinal structural resilience of shield tunnel: Characterization and field application19
Performance of pavement subgrades stabilized with MgO and recycled cigarette butt fibers19
A nonlinear creep damage model for deep buried schist considering water content-stress-time coupling effects19
Stiffness of coarse unbound granular material used in road construction19
Utilizing Dielectric Constant and Electrical Conductivity to Estimate Cement Content in Stabilized Subgrade Soils19
System reliability-aided assessment of reinforced soil retaining wall stability under static loading using ELM and LSSVM models19
Geocell-Reinforced Pourable Geopolymeric Clayey Waste Slurry: Performance as a Roadway Layer under Cyclic Loading19
Moisture evolution and instability mechanisms in high-fill loess embankment slopes subject to water infiltration from accumulated runoff following berm erosion19
A novel laboratory investigation to characterize the mechanical behaviors of polyurethane-ballast bonds under complex stress states19
Hybrid Mechanical Behaviour of Cold-Recycled Mixtures with Foamed Bitumen19
Effects of climate change on soil embankments for transport infrastructure19
Stabilisation of Malmi soft clay with traditional and low-CO2 binders19
A machine learning-based approach for predicting slurry properties and optimizing formulations in slurry shield tunneling19
Machine learning-based pedotransfer functions to predict soil water characteristics curves19
Influence of deep-cement-mixing column rows on the performance of geosynthetics-reinforced column-supported railway embankment19
Development and application of the Illinois Buckle Risk Model (IBRM) using multi-source track condition data19
Evaluating soil compaction in the field using a solitary strain wave device with a modified contact interface18
An EPS-NC composite segment for mitigating surcharge-induced loads on shield tunnels: Experimental and theoretical analysis18
Hybrid ensemble models for enhanced slope stability prediction based on a comprehensive database18
Effects of hexagonal boron nitride nanosheets on the biostabilization of recycled sands for geotechnical fill applications18
3D numerical modeling of a rigid inclusion reinforced railway embankment under cyclic loading18
Variation of Secant Young’s Modulus in an Unsaturated Gap-Graded Granular Fill18
Editorial Board18
Assessment of landslide susceptibility along the Lanzhou-xinjiang high-speed railway: A case study of Menyuan-Shandanmachang18
Strength evolution mechanism of solid-waste binder solidified sludge soil under drying-wetting/freezing-thawing cycles18
Strength, durability and microstructural properties of fly ash-ground granulated blast furnace slag based geopolymer stabilized high plastic clay18
Data visualization strategy for predicting rock mass classification with TBM key rock-fragmentation parameters18
Carbon-Efficient Stabilization of Sands using a Novel Biocomposite Treatment for Shear Strength Improvement18
Multi-Phase flow simulation for transient analysis of ballast drainage behavior and shoulder cleaning effect18
Evaluating dispersivenss of high cations content clay soil18
Editorial Board18
Plastic strain characteristics on frozen silty clay subjected to intermittent vehicle loads18
Utilization of calcium carbide residue based soil stabilizer in road construction: Strength, environmental impact, and field application18
Analysis of dynamic response mechanism and control measures for tunnel crossing mountainous landslides: A shaking table test study18
Study on the lateral thermal disturbances of three parallel embankments on permafrost along the Gonghe-Yushu Engineering Corridor in China18
Nonlinear unsaturated shear strength behaviour of compacted crushed rock class IV material: implications for corrugation in unsealed roads18
Depth-dependent small-strain stiffness in embankment layers: Comprehensive field and laboratory studies18
Active MASW for railway ballast characterization in a metro tunnel: A field study in the Milano Metro Line17
Deterministic and probabilistic analysis of the response of shallow footings on unsaturated soils due to rainfall17
The macro-meso-micro mechanical properties and numerical simulation analysis of expansive soil under wet-dry and freeze–thaw cycles17
Intelligent identification and orientation information extraction of rock slope discontinuities from point cloud data based on LEKM-PointNet++17
Evaluation on wetting effect of loess high-fill embankment under rainfall and groundwater uplift17
Prediction of train-induced ground vibration in turnouts using an integrated vehicle-track-soil coupled dynamics model17
Failure mechanism of deep-buried tunnel surrounding rock-lining system: physical model tests and numerical investigation17
Mechanical behavior of rocks repaired and reinforced by modified EICP biocementation method17
Pore water pressure and dissipated energy of saturated calcareous sand in island-road subgrades under wave-induced rotational stress paths17
The relationship between micro-fragmentation mechanisms and macro-mechanical responses in granite residual soil17
Circular economy applications in railway infrastructure: A comprehensive evidence-based review17
Permanent deformation response of demolition wastes stabilised with bitumen emulsion as pavement base/subbase17
Developing hybrid ELM-ALO, ELM-LSO and ELM-SOA models for predicting advance rate of TBM17
Driving and bearing capacity enhancement mechanism of reamed precast concrete pile with novel green low-resistance reamed material17
Geodynamic analysis of curved tunnels under rayleigh wave loading: a virtual-force analytical model for axial deformation joints and subgrade response17
Load transfer mechanism and constant-resistance prediction method of a large-deformation bolt17
Weathering resistance of Linz–Donawitz (LD) slag as ballast material using freeze-thaw and sulfate soundness17
Selection of adequate EPS-block geofoam for use in embankments subjected to seismic loads16
Additive manufacturing of granular analogue soils: feasibility studies and mechanical characterization16
Arching patterns in compacted clay: insights from plane-strain trapdoor tests16
Research on the hydrothermal process and deformation law of the fill-cut transition section subgrade under dynamic load16
Study on the mechanical response and mechanism of high-performance mineral-based cementitious materials solidifying discarded ballast in aqueous-saline environments16
Experimental investigation and modelling of the mechanical behaviors of fine/coarse soil mixture16
Enhanced pavement design process to incorporate moisture management geotextiles: a comprehensive mechanical-hydro-mechanical modeling and design integration (Part A)16
Digital reconstruction of railway steep slope from UAV+TLS using geometric transformer16
Comparative assessment of stability of GRS abutments through 1 g physical model tests for field implementation16
Application of a combined arching model in the load transfer platform of rigid inclusion system with raft through FEM evaluation16
Experimental study on the dynamic behavior of a new medium–low-speed maglev subgrade structure16
Theoretical approach for predicting vertical deformation of underlying shield tunnels due to excavation unloading, incorporating soil consolidation16
Analysis of skid resistance of epoxy chip seal based on three-dimensional power spectrum16
Jointed rock masses as metamaterials – Implications for railway tunnel vibrations16
Long-term in-situ monitoring on foundation settlement and service performance of a novel pile-plank-supported ballastless tram track in soft soil regions16
Influence of particle shape on stress-dilatancy and critical state behavior of granular soils: a DEM study16
Dynamic amplification of rail tracks in high-speed lines: Exploring train effects and impact of ground treatment16
Parametric optimization of Cement-based solidification combined with vacuum-assisted filtration16
Repose angle prediction of railway ballast based on Hopper Flow Test and PCA-Stacking ensemble learning method16
Converting optimum compaction properties of fine-grained soils between rational energy levels16
Evaluation of capacity of power hammer machine foundation from high strain dynamic load test: Field test and axisymmetric numerical modeling16
Soft Clay Modified with Municipal Solid Waste and Stabilized with Nano-MgO for Pavement Subgrade and Embankment Fill Applications15
Experimental investigation of inherent anisotropy effects on the simple shear behavior of silica sand considering full-range depositional plane attitudes15
Reassessment of post-construction residual settlement of a bridge approach embankment using Bayesian back analysis15
Investigating the impact of tamping on ballast bed in railway turnout areas: Insights from discrete element method analysis of energy evolution15
A particle-scale investigation of reliquefaction behavior in saturated sand considering stress history effects15
An analytical model for permeability coefficient of soil-structure interface composed of different capillaries15
Preferential flow paths formation driven by hydrothermal interactions in the active layer of highway embankment in Inner Mongolia permafrost regions15
Empirical and soft computing approaches for estimation of residual friction angle of clays using toughness limit15
Permafrost change and its engineering effects under climate change and airport construction scenarios in northeast China15
The effect of geosynthetic reinforcement on the load transfer mechanism of pile-supported low embankments subject to cyclic traffic loading15
Experimental and numerical based model formulation for estimation of subgrade resilient modulus using the repeated load CBR test considering in situ state of stress15
Dynamic deformation characteristics of silty subgrade filler in a prestressed railway subgrade under graded confining pressure and variable-amplitude cyclic loading15
Discrete element analysis of ballasted track mechanical behavior under rack vehicle loads on steep slopes15
Predicting Tunnel-Induced Settlement in Cohesionless soils in Greenfield Condition15
Experimental investigation on periodic capsule barriers vibration isolation based on band gap theory15
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