Transportation Geotechnics

Papers
(The median citation count of Transportation Geotechnics is 5. 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 2021-08-01 to 2025-08-01.)
ArticleCitations
Predicting subsurface classification in 2D from cone penetration test data140
Mechanical Properties of Palygorskite Clay Stabilized with Polyelectrolytes114
Investigation of resilient modulus and permanent deformation of tropical soil with Reclaimed Asphalt Pavement98
A simple method to determine soil–water retention curves of compacted active clays89
Towards a wireless sensing infrastructure for smart mobility69
Hydromechanical behavior of unsaturated sandy soils with different particle shapes under loading–unloading paths: Numerical simulation and experimental validation67
A novel data-driven approach for proactive risk assessment in shield tunnel construction67
Analysis of soil settlement behind bridge abutments64
Macro and micro analyses of static and dynamic shear characteristics of geogrid and rubber–sand mixture interface64
Performance of industrial fly ash based stabilized mine haul roads under seasonal moisture changes63
Reinforcement mechanism and the stress-strain behaviors of geocells made by non-woven geotextile63
Thermo-mechanical response of sand-silt mixtures62
Comprehensive in-situ freeze-thaw monitoring under a granular-surfaced road system59
Characterization of a fractured rock mass using geological strength index: A discrete fracture network approach58
A mechanical analysis model for tunnels under strike-slip faulting considering the fault zone width and nonlinear tunnel-stratum interaction50
Improved determination of the S-wave velocity of rocks in dry and saturated conditions: Application of machine-learning algorithms48
Editorial Board48
A novel thermodynamic constitutive model of coarse-grained soils considering the particle breakage48
Editorial Board46
Stabilization of gold mining tailings with alkali-activated carbide lime and sugarcane bagasse ash45
Experimental and numerical investigation of seepage erosion in sandy cobbles under coupling hydraulic and dynamic load44
Review of numerical approaches used in soil-pipe interaction analysis of water mains42
Optimized machine learning models for predicting crown convergence of plateau mountain tunnels42
Mechanical properties of stabilized soil: study on recovered field samples from deep stabilization sites41
Field measurement and numerical investigation of artificial ground freezing for the construction of a subway cross passage under groundwater flow40
Accumulated plastic deformation behavior of granite residual soil under cyclic loading considering the influence of initial unloading40
Cyclic strain sweep testing-analysis to evaluate the mechanical characteristics of stabilized soils39
Long-term freeze–thaw cycle behavior of high-speed railway embankment in frozen soil regions and its effects on train-track dynamic interaction system38
Effect of different reinforcement strategies in cap-pile regions on the lateral bearing performance of a broken wharf in waterway traffic38
Empirical transfer functions for foam glass aggregates insulation used in flexible pavement layered systems37
A semi-analytical solution for the transient response of one-dimensional saturated single-layer porous media with general boundary conditions36
Research on the Coupled Dynamic Response of Vibratory Roller-Unsaturated Subgrade under Different Compaction and Moisture Content States35
Experimental and numerical study on mechanical properties of sand-contaminated ballast aggregates in confined condition34
Influence of wetting fluids on the compressive strength, physicochemical, and pore-structure evolution in lime-treated silty soil subjected to wetting and drying cycles34
Numerical study on the lateral soil arching effect and associated tunnel responses behind braced excavation in clayey ground33
Detailed particle breakage of crushable granular materials under cyclic shearing conditions using dyed gypsum technique33
Data-driven clay-fouled ballast permeability assessment using analytical-numerical and machine learning approaches33
Study on the Rules of Ground Settlement and Pipeline Deformation Considering the Combined Effects of Pipeline Damage Leakage and Shield Tunneling Construction32
Impact of drying-wetting cycles on the small strain behaviour of compacted clay32
Experimental study on tunneling-induced soil arching evolution in pile-raft foundations31
Lateral deformation of high-speed railway foundation induced by adjacent embankment construction in soft soils: Numerical and field study31
Deformation characteristics of existing tunnels induced by above-crossing quasi-rectangular shield tunnel31
Exploring liquefaction resistance in saturated and gassy sands at different state parameters31
Drained shear behavior of coral sand-diatom mixtures30
Prediction of shield machine posture using the GRU algorithm with adaptive boosting: A case study of Chengdu Subway project30
The role of rice husk ash, cement and polypropylene fibers on the mechanical behavior of a soil from Guabirotuba formation30
The effect of ballast moisture content and fouling index on railway track settlement30
Effect of complex climatic and wheel load conditions on resilient modulus of unsaturated subgrade soil29
Experimental investigation of mechanical behavior of geosynthetics in different soil plasticity indexes29
Forward calculation of displacement fields with multilayered unsaturated highway system induced by falling weight deflectometer using dynamic response method29
Impact of cementitious materials on the resilient modulus and damping ratio of weak subgrade29
Propagation characteristics of vibration induced by medium-low-speed maglev train running on subgrade28
Influence of freeze–thaw cycles on mechanical properties of moraine soils28
Predicting permanent strain accumulation of unbound aggregates using machine learning algorithms28
Characterization of pore water distribution in unsaturated soils during drying process with NMR and soil-water characteristic curves28
Stress distribution in reinforced railway structures28
Evaluation of rutting resistance and geotechnical properties of cement stabilized recycled glass, brick and concrete triple blends28
Soil-structure interaction issues in integral abutment bridges27
Performance evaluation of high early strength micro-expansion geopolymer grout potentially used for sustainable road infrastructure27
Feasibility of biochar for low-emission soft clay stabilization using CO2 curing27
Evolving support vector regression based on improved grey wolf optimization for predicting settlement during construction of high-filled roadbed27
Finite-Element modelling of axial movements of polyethylene pipes in dense sand26
Construction and performance evaluation of large stone subbase (LSSB) layers26
Designing, analyzing, and experimentally verifying a uniaxial shear box for investigating the length effect of buried pipelines during soil liquefaction26
Pavement performance analysis considering the influence of suction and temperature on subgrade soil modulus26
Method for predicting drying-wetting and scanning soil-water characteristic curves26
Vibration of the track-soil system due to a harmonic moving load on railway tracks resting on layered soils by 2.5D approach26
On site fouling index assessment of ballasted layers using cone dynamic penetrometer and miniature borescope image analysis26
Physical model study of pile type effect on long-term settlement of geosynthetic-reinforced pile-supported embankment under traffic loading25
Applicability and comparison of four nature-inspired hybrid techniques in predicting driven piles’ friction capacity25
In-Situ Plate Load Test Measurements of Stress Distribution Properties for Coarse Unbound Granular Materials25
Deep learning–based data anomaly detection for highway slope structural health monitoring: A comparative study24
Soil-aggregate-cement mixtures for base pavement layers: A strength and stiffness characterization24
Effect of installation damage on the behavior of a polypropylene geogrid in an aggressive environment24
An optimized method for analysis of existing tunnels undercrossed by new tunnels in rich-water strata24
Statistical modeling of multivariate loess properties in Taiyuan using regular vine copula with optimized tree structure24
Influential factors on the performance of embankments stabilised on deep-mixed columns23
Cumulative frost heave and hydrothermal process of the high-speed railway subgrade under extreme climate conditions in northwest China23
Simulation of the conditional models of borehole’s characteristics for slope reliability assessment23
Geotechnical characterisation and sustainability assessment of plastic waste inclusions on a cement-treated fine-grained soil for pavement applications23
Stress-deformation analysis of rail substructure under moving wheel load22
Utilization of calcium carbide residue based soil stabilizer in road construction: Strength, environmental impact, and field application22
Stiffness of coarse unbound granular material used in road construction22
Stabilisation of Malmi soft clay with traditional and low-CO2 binders22
Assessment of landslide susceptibility along the Lanzhou-xinjiang high-speed railway: A case study of Menyuan-Shandanmachang22
Machine Learning Models for Predicting Permanent Deformation in Railway Tracks22
Utilizing Dielectric Constant and Electrical Conductivity to Estimate Cement Content in Stabilized Subgrade Soils21
Strength evolution mechanism of solid-waste binder solidified sludge soil under drying-wetting/freezing-thawing cycles21
Effect of particle size on small strain stiffness of biotreated sands21
Dynamic behaviour of integral abutment bridge transition under moving train loads21
Performance of the polyurethane foam injection technique for road maintenance applications21
Plastic strain characteristics on frozen silty clay subjected to intermittent vehicle loads21
Field measurements at a road embankment during a winter season in northern Sweden21
Corrigendum to “Theoretical modelling of the washboard phenomenon on unpaved roads” [Transp. Geotech. 50 (2025) 101484]21
The influence of sand content on dynamic behaviors of ballast bed from a multiscale perspective21
Machine learning-based pedotransfer functions to predict soil water characteristics curves21
Air injection method as a liquefaction countermeasure for saturated granular soils21
Impact of particle arrangement and model dimensions on DEM modeling of high-speed railway ballasted tracks in 2D and 3D20
Effects of overload and layer interface condition on estimated flexible pavement lifespan: Case study from BR-116/BA20
Numerical investigation of railway subgrade stiffening: Critical speed and free-field vibrations20
Predicting the compaction characteristics of expansive soils using two genetic programming-based algorithms20
Modeling mechanical behavior of buried pipe suffering from frost-heaving force based on the Winkler Elastic Foundation Beam Theory20
Effect of laboratory compaction mode, density and suction on the tensile strength of a lime-treated silty soil20
Soil suction and temperature measurements in a heavy haul railway formation20
Influence of deep-cement-mixing column rows on the performance of geosynthetics-reinforced column-supported railway embankment20
Longitudinal structural resilience of shield tunnel: Characterization and field application20
A novel laboratory investigation to characterize the mechanical behaviors of polyurethane-ballast bonds under complex stress states20
Chemical, mineralogical and geotechnical properties of volcanic ash of Tajogaite (La Palma, Canary Islands, Spain)20
Prediction of resilient modulus with pre-post experimental data of undisturbed subgrade soils using machine learning algorithms19
A bounding surface plasticity model for expanded polystyrene-sand mixture19
Editorial Board19
Weathering resistance of Linz–Donawitz (LD) slag as ballast material using freeze-thaw and sulfate soundness19
Study on the lateral thermal disturbances of three parallel embankments on permafrost along the Gonghe-Yushu Engineering Corridor in China19
Variation of Secant Young’s Modulus in an Unsaturated Gap-Graded Granular Fill19
Moisture influence on structural responses of pavement on expansive soils19
Compressive strength of cemented soil in pre-bored grouted planted piles under negative temperature environment19
Evaluating dispersivenss of high cations content clay soil19
Deterministic and probabilistic analysis of the response of shallow footings on unsaturated soils due to rainfall19
Permanent deformation response of demolition wastes stabilised with bitumen emulsion as pavement base/subbase19
Data visualization strategy for predicting rock mass classification with TBM key rock-fragmentation parameters19
Introducing stacking machine learning approaches for the prediction of rock deformation19
Effects of climate change on soil embankments for transport infrastructure19
Experimental investigation and modelling of the mechanical behaviors of fine/coarse soil mixture19
Effect of varying pore water salinity on frost susceptibility behaviour of soils19
Experimental study and discrete element analysis on lateral resistance of windblown sand railway19
Effects of hexagonal boron nitride nanosheets on the biostabilization of recycled sands for geotechnical fill applications18
Dynamic performance evaluation of ballastless track in high-speed railways under subgrade differential settlement18
Parametric optimization of Cement-based solidification combined with vacuum-assisted filtration18
Dynamic amplification of rail tracks in high-speed lines: Exploring train effects and impact of ground treatment18
3D numerical modeling of a rigid inclusion reinforced railway embankment under cyclic loading18
Evaluation on wetting effect of loess high-fill embankment under rainfall and groundwater uplift18
Elasto-plastic ground settlement response and stability of single and twin circular unsupported and supported tunnels18
Developing hybrid ELM-ALO, ELM-LSO and ELM-SOA models for predicting advance rate of TBM18
Multi-Phase flow simulation for transient analysis of ballast drainage behavior and shoulder cleaning effect18
Dynamic responses of multilayered poroelastic ground under moving train loads considering effects of track irregularity18
Repose angle prediction of railway ballast based on Hopper Flow Test and PCA-Stacking ensemble learning method18
Calculation method for static and seismic active earth pressure on counterweight retaining walls under translation based on two critical slip surfaces17
Application of a combined arching model in the load transfer platform of rigid inclusion system with raft through FEM evaluation17
Experimental study on the dynamic behavior of a new medium–low-speed maglev subgrade structure17
Selection of adequate EPS-block geofoam for use in embankments subjected to seismic loads17
Research on the hydrothermal process and deformation law of the fill-cut transition section subgrade under dynamic load17
Comparative assessment of stability of GRS abutments through 1 g physical model tests for field implementation17
Digital reconstruction of railway steep slope from UAV+TLS using geometric transformer17
The evaluation of chemical admixtures on the performance of cement stabilized materials in cold weather17
Predicting Tunnel-Induced Settlement in Cohesionless soils in Greenfield Condition17
Significance of Cu and Cc in Evaluating Internal Stability with Application to Design of Subbase Gradation in Pavements17
Experimental investigation of the influence of seepage direction on internal erosion characteristics in gap-graded soils17
Evaluation of capacity of power hammer machine foundation from high strain dynamic load test: Field test and axisymmetric numerical modeling17
Empirical and soft computing approaches for estimation of residual friction angle of clays using toughness limit17
Jointed rock masses as metamaterials – Implications for railway tunnel vibrations17
Long-term in-situ monitoring on foundation settlement and service performance of a novel pile-plank-supported ballastless tram track in soft soil regions16
Effect evaluation of drainage condition and water content on cyclic plastic deformation of aged ballast and its estimation models16
Research on influences of groundwater salinity and flow velocity on artificial frozen wall16
Permafrost change and its engineering effects under climate change and airport construction scenarios in northeast China16
Research on damage characteristics and contact interface evolution behavior of double-block ballastless track considering tunnel floor heave16
On the use of dispersion curves to determine the critical speed of railway tracks. Application to case studies16
Investigating the impact of tamping on ballast bed in railway turnout areas: Insights from discrete element method analysis of energy evolution16
Soft Clay Modified with Municipal Solid Waste and Stabilized with Nano-MgO for Pavement Subgrade and Embankment Fill Applications16
An analytical model for permeability coefficient of soil-structure interface composed of different capillaries16
The effect of geosynthetic reinforcement on the load transfer mechanism of pile-supported low embankments subject to cyclic traffic loading16
Soil disturbance induced by shield tunnelling in sensitive clay: In situ test and analyses16
Evaluation of mechanical degradation characteristics of recycled and natural aggregates under gyratory compaction effort16
Model tests study of multi-layer geosynthetic-reinforced pile-supported embankments and evaluation of analytical design models16
Role of elastic upper limit in shakedown study for granular soils16
Shear strength and life cycle assessment of volcanic ash-based geopolymer and cement stabilized soil: A comparative study16
Behavior of granular column-improved clay under cyclic shear loading16
Converting optimum compaction properties of fine-grained soils between rational energy levels16
Experimental and numerical based model formulation for estimation of subgrade resilient modulus using the repeated load CBR test considering in situ state of stress16
Full-scale test of Direct-buried Cable in Sand under Repetitive Loading16
Amending excavated soft marine clay with fine incineration bottom ash as a fill material for construction of transportation infrastructure16
Damaging effects of earth fissures on high-speed railway bridges: Insights from physical experiments and numerical simulations16
A prediction model for railroad ballast resilient modulus considering cyclic loading duration ratio15
Deterministic and probabilistic prediction of maximum wall facing displacement of geosynthetic-reinforced soil segmental walls using multivariate adaptive regression splines15
Evaluation of rainfall induced moisture variation depth in highway embankment made of Yazoo clay15
Physical and numerical investigation of integral bridge abutment stiffness due to seasonal thermal loading15
Soil arching effect in reinforced piled embankment for motor-racing circuit: Field tests and numerical analysis15
A systematic framework for DEM study of realistic gravel-sand mixture from particle recognition to macro- and micro-mechanical analysis15
Confinement effect of geocell on the mechanical characteristics of reinforced sand subgrade15
Environmental impact assessment of high-speed railway tunnel construction: A case study for five different rock mass rating classes15
Multiphysics simulation of frost heave in unsaturated road systems under covering effect15
Model test study on the deformation and failure mechanism of high-speed railway subgrade obliquely crossing ground fissure zones15
Soil arching evolution caused by shield tunneling in deep saturated ground15
Critical shear strain and sliding potential of rock joint under cyclic loading15
Cyclic behavior of port-said soft clay in cyclic direct simple shear tests15
Estimating the compacted dry density of gravelly soil with oversized particles14
Field investigation and numerical analysis of an inverted pavement system in Tennessee, USA14
Mini time domain reflectometry probe for monitoring local soil moisture of cut-off walls in centrifuge model tests14
Geogrid stabilization in ballasted trackbed for high-speed railways14
Centrifugal model test study on deformation characteristics of deep, thick fillings in giant karst cave tunnels under different construction processes14
Field data-based prediction of local scour depth around bridge piers using interpretable machine learning14
Evolution of rattlers under different confining pressures and its influence on shear strength14
Insights into the thermal insulation capability of a new polyurethane polymer subgrade material: An in-situ field test on the Qinghai–Tibet highway14
Novel method to estimate the stiffness of compacted granular geomaterials14
Mechanical characteristics of ballasted track under different tamping depths in railway maintenance14
A multivariate model of deep slurry infiltration in slurry shield tunneling14
Airfield pavement resiliency assessment against extreme dynamic events by explicit axisymmetric finite element models14
Estimation of unsaturated small-strain shear modulus in a laboratory test box and field site from a soil-water characteristic curve14
1-g Shaking table tests to determine the behavior of geosynthetic reinforced soil walls under seismic loads14
Investigation on crushing behavior and cumulative deformation prediction of slag under cyclic loading14
Performance evaluation of composite polymerized asphalt materials for waterproofing layer in high-speed railway system13
Interaction between a cylinder and a partially saturated soil for compaction analysis13
Performance of adjacent metro tunnels during deep excavation: A case study in Hangzhou13
Investigation on the cyclic shear response of stereoscopic geogrid-reinforced coarse-grained soil interface13
Alteration of soil structure following seepage-induced internal erosion in model infrastructure embankments13
Predicting ground vibrations induced by high-speed trains on the inhomogeneous soil13
Evolution of Dynamic Characteristics of Solidified Dredge Sludge during Long-Term Traffic Loading under Environmental Actions13
Numerical studies of ballastless track-embankment vibrations considering track irregularities13
Quantifying the relative contributions of particle crushing and ITZ damage to the strength of cement-stabilized pervious recycled aggregate base materials: Laboratory testing and refined DEM simulatio13
Study on settlement deformation law of new and old subgrade of expressway reconstruction and expansion based on CPTU13
The mechanism of hydraulic pressure aggravates coarse-grained soil frost heave: Implication for frost prevention to high-speed railway subgrade13
Controlling base movement of MSE walls using recycled plastic pins13
Effect of material hydraulic properties on temporal moisture variations and performance of unbound pavements with sprayed seals13
Evaluation of a unified p-y method for lateral analysis of large-diameter drilled shafts using NVShaft13
A frictional arch model for pile-cap-beam-supported embankment13
Analysis of longitudinal stress and deformation characteristics of shield tunnel under faulting dislocation13
Towards real-time condition monitoring of a transition zone in a railway structure using fibre Bragg grating sensors13
Effects of cyclic loading on soil arching within pile-supported embankment with artificial crust: A coupled DEM-FDM approach13
Assessing 3D stability of unsaturated embankments/slopes considering water level fluctuations using the minimum potential energy method13
Effect of soil arching evolution on tunnel face stability considering spatially variable sandy soils13
Dynamic responses and long-term damage evolution of tunnels in expansive strata under dynamic loads from high-speed trains13
Experimental studies on shape and size effects on particle breakage of railway ballast13
Critical support pressure of shield tunnel face in soft-hard mixed strata13
Effect of fault dislocation on the deformation and damage behavior of ballastless track structures in tunnels13
Development of FWD based hybrid back-analysis technique for railway track condition assessment12
Impact of remolded soil fabric on the volumetric deformation behavior of clayey soils12
Real-time evaluation of railroad ballast condition through change of contact stress using SmartRock12
Experiment-based estimation of the settlement potential due to dynamic loads from heavy vehicle traffic on the A 44n motorway built on the dump of the Garzweiler opencast mine12
Site-specific soil water characteristic curve prediction with extremely scarce data using data-driven hierarchical Bayesian model12
Effect of soil amendments on the compaction characteristics, hydraulic conductivity, and tire sinkage potential of roadside soils12
Polyurea reinforcement of disintegrated mudstone embankments and the underlying mechanism12
Express highway embankment distress and occurring probability in permafrost regions on the Qinghai-Tibet Plateau12
Utilising construction and demolition waste in soft soil stabilisation: A prediction model for enhanced strength and stiffness12
Mitigation of reverse faulting in foundation soils using geosynthetic-encased granular columns12
A methodology for control and design of required ground reinforcement measures regarding train-induced ground vibrations12
Numerical investigations on evolution mechanism of contact erosion in layered soils considering particle-scale parameters12
Shallow stability of soil slope with frame protection considering rainwater seepage: A calculation method12
Editorial Board12
Super-large diameter slurry shield tunnel encountering boulder formation: Detection, treatment and data analysis12
Prediction of the resilient modulus of stabilized weak subgrade for pavement design structure12
Desert silty sand modified by anionic PAM and ordinary portland cement: Microfabric reinforcement and durability12
Developing bearing capacity model for geogrid-reinforced stone columns improved soft clay utilizing MARS-EBS hybrid method12
Experimental Study on the Dynamic Responses of Subgrade and Foundation of High-Speed Railway Crossing Ground Fissure Zone12
On the simplified method for evaluating tunnel response due to overlying foundation pit excavation12
The study of fracture mechanics of PET fiber-reinforced soils based on flexural tests and imaging techniques12
Multivariate analysis of a grouted sand with colloidal silica at different dilution stages12
Railway Track Deterioration Models: A Review of the State of the Art12
Investigating the unbonded sections of fully grouted rock bolts using a microphone12
Characteristic zones for initial state of sand under undrained shearing12
Predicting the small strain shear modulus of sands and sand-fines binary mixtures using machine learning algorithms12
Predictive modeling of shallow tunnel behavior: Leveraging machine learning for maximum convergence displacement estimation12
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