Transportation Geotechnics

Papers
(The TQCC of Transportation Geotechnics is 12. 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 2021-09-01 to 2025-09-01.)
ArticleCitations
Predicting subsurface classification in 2D from cone penetration test data144
Mechanical Properties of Palygorskite Clay Stabilized with Polyelectrolytes117
Towards a wireless sensing infrastructure for smart mobility98
Hydromechanical behavior of unsaturated sandy soils with different particle shapes under loading–unloading paths: Numerical simulation and experimental validation89
Analysis of soil settlement behind bridge abutments70
Reinforcement mechanism and the stress-strain behaviors of geocells made by non-woven geotextile69
Performance of industrial fly ash based stabilized mine haul roads under seasonal moisture changes68
Thermo-mechanical response of sand-silt mixtures66
Comprehensive in-situ freeze-thaw monitoring under a granular-surfaced road system66
Characterization of a fractured rock mass using geological strength index: A discrete fracture network approach64
A mechanical analysis model for tunnels under strike-slip faulting considering the fault zone width and nonlinear tunnel-stratum interaction63
A simple method to determine soil–water retention curves of compacted active clays63
Improved determination of the S-wave velocity of rocks in dry and saturated conditions: Application of machine-learning algorithms59
Investigation of resilient modulus and permanent deformation of tropical soil with Reclaimed Asphalt Pavement59
Macro and micro analyses of static and dynamic shear characteristics of geogrid and rubber–sand mixture interface52
Investigating the particle size effect of calcareous sand using a critical state-based model with the covariance matrix adaptation evolutionary strategies algorithm optimization51
A novel data-driven approach for proactive risk assessment in shield tunnel construction50
A novel thermodynamic constitutive model of coarse-grained soils considering the particle breakage48
Editorial Board46
Editorial Board46
Accumulated plastic deformation behavior of granite residual soil under cyclic loading considering the influence of initial unloading44
Optimized machine learning models for predicting crown convergence of plateau mountain tunnels44
Stabilization of gold mining tailings with alkali-activated carbide lime and sugarcane bagasse ash42
The role of rice husk ash, cement and polypropylene fibers on the mechanical behavior of a soil from Guabirotuba formation41
The effect of ballast moisture content and fouling index on railway track settlement41
Field measurement and numerical investigation of artificial ground freezing for the construction of a subway cross passage under groundwater flow40
Effect of Shape Discrepancies on Strength of Binary Soils40
Mechanical properties of stabilized soil: study on recovered field samples from deep stabilization sites40
Numerical study on the lateral soil arching effect and associated tunnel responses behind braced excavation in clayey ground39
Prediction of shield machine posture using the GRU algorithm with adaptive boosting: A case study of Chengdu Subway project38
Review of numerical approaches used in soil-pipe interaction analysis of water mains38
Effect of different reinforcement strategies in cap-pile regions on the lateral bearing performance of a broken wharf in waterway traffic36
Cyclic strain sweep testing-analysis to evaluate the mechanical characteristics of stabilized soils36
Drained shear behavior of coral sand-diatom mixtures34
Exploring liquefaction resistance in saturated and gassy sands at different state parameters34
Detailed particle breakage of crushable granular materials under cyclic shearing conditions using dyed gypsum technique33
Empirical transfer functions for foam glass aggregates insulation used in flexible pavement layered systems33
Impact of drying-wetting cycles on the small strain behaviour of compacted clay33
Lateral deformation of high-speed railway foundation induced by adjacent embankment construction in soft soils: Numerical and field study33
Experimental and numerical study on mechanical properties of sand-contaminated ballast aggregates in confined condition33
A semi-analytical solution for the transient response of one-dimensional saturated single-layer porous media with general boundary conditions33
Influence of wetting fluids on the compressive strength, physicochemical, and pore-structure evolution in lime-treated silty soil subjected to wetting and drying cycles32
Data-driven clay-fouled ballast permeability assessment using analytical-numerical and machine learning approaches32
Deformation characteristics of existing tunnels induced by above-crossing quasi-rectangular shield tunnel32
Experimental and numerical investigation of seepage erosion in sandy cobbles under coupling hydraulic and dynamic load31
Research on the Coupled Dynamic Response of Vibratory Roller-Unsaturated Subgrade under Different Compaction and Moisture Content States31
Experimental study on tunneling-induced soil arching evolution in pile-raft foundations31
Long-term freeze–thaw cycle behavior of high-speed railway embankment in frozen soil regions and its effects on train-track dynamic interaction system30
Study on the Rules of Ground Settlement and Pipeline Deformation Considering the Combined Effects of Pipeline Damage Leakage and Shield Tunneling Construction30
Impact of cementitious materials on the resilient modulus and damping ratio of weak subgrade29
Evaluation of rutting resistance and geotechnical properties of cement stabilized recycled glass, brick and concrete triple blends29
Effect of complex climatic and wheel load conditions on resilient modulus of unsaturated subgrade soil29
Influence of freeze–thaw cycles on mechanical properties of moraine soils29
Forward calculation of displacement fields with multilayered unsaturated highway system induced by falling weight deflectometer using dynamic response method29
Stress distribution in reinforced railway structures28
Propagation characteristics of vibration induced by medium-low-speed maglev train running on subgrade28
Experimental investigation of mechanical behavior of geosynthetics in different soil plasticity indexes28
Feasibility of biochar for low-emission soft clay stabilization using CO2 curing28
Soil-structure interaction issues in integral abutment bridges28
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 curves27
Evolving support vector regression based on improved grey wolf optimization for predicting settlement during construction of high-filled roadbed27
Performance evaluation of high early strength micro-expansion geopolymer grout potentially used for sustainable road infrastructure27
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
An optimized method for analysis of existing tunnels undercrossed by new tunnels in rich-water strata26
Vibration of the track-soil system due to a harmonic moving load on railway tracks resting on layered soils by 2.5D approach26
Physical model study of pile type effect on long-term settlement of geosynthetic-reinforced pile-supported embankment under traffic loading26
Construction and performance evaluation of large stone subbase (LSSB) layers26
On site fouling index assessment of ballasted layers using cone dynamic penetrometer and miniature borescope image analysis26
Cumulative frost heave and hydrothermal process of the high-speed railway subgrade under extreme climate conditions in northwest China25
Soil-aggregate-cement mixtures for base pavement layers: A strength and stiffness characterization25
Method for predicting drying-wetting and scanning soil-water characteristic curves25
Effect of installation damage on the behavior of a polypropylene geogrid in an aggressive environment24
In-Situ Plate Load Test Measurements of Stress Distribution Properties for Coarse Unbound Granular Materials24
Simulation of the conditional models of borehole’s characteristics for slope reliability assessment24
Statistical modeling of multivariate loess properties in Taiyuan using regular vine copula with optimized tree structure24
Geotechnical characterisation and sustainability assessment of plastic waste inclusions on a cement-treated fine-grained soil for pavement applications24
Finite-Element modelling of axial movements of polyethylene pipes in dense sand24
Applicability and comparison of four nature-inspired hybrid techniques in predicting driven piles’ friction capacity24
Unified hardening (UH) model for saturated frozen soil incorporating creep behaviour24
Deep learning–based data anomaly detection for highway slope structural health monitoring: A comparative study24
Utilizing Dielectric Constant and Electrical Conductivity to Estimate Cement Content in Stabilized Subgrade Soils23
Utilization of calcium carbide residue based soil stabilizer in road construction: Strength, environmental impact, and field application23
Strength evolution mechanism of solid-waste binder solidified sludge soil under drying-wetting/freezing-thawing cycles23
Stiffness of coarse unbound granular material used in road construction23
Performance of the polyurethane foam injection technique for road maintenance applications23
Plastic strain characteristics on frozen silty clay subjected to intermittent vehicle loads22
Effects of climate change on soil embankments for transport infrastructure22
Soil suction and temperature measurements in a heavy haul railway formation22
Moisture influence on structural responses of pavement on expansive soils22
Effects of overload and layer interface condition on estimated flexible pavement lifespan: Case study from BR-116/BA22
The influence of sand content on dynamic behaviors of ballast bed from a multiscale perspective22
Impact of particle arrangement and model dimensions on DEM modeling of high-speed railway ballasted tracks in 2D and 3D22
Air injection method as a liquefaction countermeasure for saturated granular soils21
Editorial Board21
Dynamic behaviour of integral abutment bridge transition under moving train loads21
Geocell-Reinforced Pourable Geopolymeric Clayey Waste Slurry: Performance as a Roadway Layer under Cyclic Loading21
Longitudinal structural resilience of shield tunnel: Characterization and field application21
Modeling mechanical behavior of buried pipe suffering from frost-heaving force based on the Winkler Elastic Foundation Beam Theory21
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
Influence of deep-cement-mixing column rows on the performance of geosynthetics-reinforced column-supported railway embankment21
Numerical investigation of railway subgrade stiffening: Critical speed and free-field vibrations20
Stress-deformation analysis of rail substructure under moving wheel load20
Machine Learning Models for Predicting Permanent Deformation in Railway Tracks20
Assessment of landslide susceptibility along the Lanzhou-xinjiang high-speed railway: A case study of Menyuan-Shandanmachang20
Chemical, mineralogical and geotechnical properties of volcanic ash of Tajogaite (La Palma, Canary Islands, Spain)20
Effect of particle size on small strain stiffness of biotreated sands20
Prediction of resilient modulus with pre-post experimental data of undisturbed subgrade soils using machine learning algorithms20
Machine learning-based pedotransfer functions to predict soil water characteristics curves20
A novel laboratory investigation to characterize the mechanical behaviors of polyurethane-ballast bonds under complex stress states20
Predicting the compaction characteristics of expansive soils using two genetic programming-based algorithms20
Effect of laboratory compaction mode, density and suction on the tensile strength of a lime-treated silty soil19
Compressive strength of cemented soil in pre-bored grouted planted piles under negative temperature environment19
Failure mechanism of deep-buried tunnel surrounding rock-lining system: physical model tests and numerical investigation19
Multi-Phase flow simulation for transient analysis of ballast drainage behavior and shoulder cleaning effect19
Evaluating soil compaction in the field using a solitary strain wave device with a modified contact interface19
Introducing stacking machine learning approaches for the prediction of rock deformation19
Stabilisation of Malmi soft clay with traditional and low-CO2 binders19
Permanent deformation response of demolition wastes stabilised with bitumen emulsion as pavement base/subbase19
Experimental investigation and modelling of the mechanical behaviors of fine/coarse soil mixture19
Weathering resistance of Linz–Donawitz (LD) slag as ballast material using freeze-thaw and sulfate soundness19
Variation of Secant Young’s Modulus in an Unsaturated Gap-Graded Granular Fill19
A bounding surface plasticity model for expanded polystyrene-sand mixture19
Editorial Board19
Circular economy applications in railway infrastructure: A comprehensive evidence-based review19
Study on the lateral thermal disturbances of three parallel embankments on permafrost along the Gonghe-Yushu Engineering Corridor in China19
Evaluation on wetting effect of loess high-fill embankment under rainfall and groundwater uplift19
Data visualization strategy for predicting rock mass classification with TBM key rock-fragmentation parameters18
Effects of hexagonal boron nitride nanosheets on the biostabilization of recycled sands for geotechnical fill applications18
Developing hybrid ELM-ALO, ELM-LSO and ELM-SOA models for predicting advance rate of TBM18
Deterministic and probabilistic analysis of the response of shallow footings on unsaturated soils due to rainfall18
Effect of varying pore water salinity on frost susceptibility behaviour of soils18
Dynamic performance evaluation of ballastless track in high-speed railways under subgrade differential settlement18
Experimental study and discrete element analysis on lateral resistance of windblown sand railway18
Evaluating dispersivenss of high cations content clay soil18
Dynamic responses of multilayered poroelastic ground under moving train loads considering effects of track irregularity18
3D numerical modeling of a rigid inclusion reinforced railway embankment under cyclic loading18
Parametric optimization of Cement-based solidification combined with vacuum-assisted filtration17
Digital reconstruction of railway steep slope from UAV+TLS using geometric transformer17
Application of a combined arching model in the load transfer platform of rigid inclusion system with raft through FEM evaluation17
Effect evaluation of drainage condition and water content on cyclic plastic deformation of aged ballast and its estimation models17
Investigating the impact of tamping on ballast bed in railway turnout areas: Insights from discrete element method analysis of energy evolution17
Elasto-plastic ground settlement response and stability of single and twin circular unsupported and supported tunnels17
Evaluation of capacity of power hammer machine foundation from high strain dynamic load test: Field test and axisymmetric numerical modeling17
Permafrost change and its engineering effects under climate change and airport construction scenarios in northeast China17
An analytical model for permeability coefficient of soil-structure interface composed of different capillaries17
Jointed rock masses as metamaterials – Implications for railway tunnel vibrations17
Empirical and soft computing approaches for estimation of residual friction angle of clays using toughness limit17
Dynamic amplification of rail tracks in high-speed lines: Exploring train effects and impact of ground treatment17
Experimental study on the dynamic behavior of a new medium–low-speed maglev subgrade structure17
Experimental investigation of the influence of seepage direction on internal erosion characteristics in gap-graded soils17
Experimental and numerical based model formulation for estimation of subgrade resilient modulus using the repeated load CBR test considering in situ state of stress17
Selection of adequate EPS-block geofoam for use in embankments subjected to seismic loads17
Damaging effects of earth fissures on high-speed railway bridges: Insights from physical experiments and numerical simulations16
Behavior of granular column-improved clay under cyclic shear loading16
Amending excavated soft marine clay with fine incineration bottom ash as a fill material for construction of transportation infrastructure16
The effect of geosynthetic reinforcement on the load transfer mechanism of pile-supported low embankments subject to cyclic traffic loading16
Role of elastic upper limit in shakedown study for granular soils16
Calculation method for static and seismic active earth pressure on counterweight retaining walls under translation based on two critical slip surfaces16
Soil disturbance induced by shield tunnelling in sensitive clay: In situ test and analyses16
Research on the hydrothermal process and deformation law of the fill-cut transition section subgrade under dynamic load16
On the use of dispersion curves to determine the critical speed of railway tracks. Application to case studies16
Converting optimum compaction properties of fine-grained soils between rational energy levels16
Predicting Tunnel-Induced Settlement in Cohesionless soils in Greenfield Condition16
Significance of Cu and Cc in Evaluating Internal Stability with Application to Design of Subbase Gradation in Pavements16
Long-term in-situ monitoring on foundation settlement and service performance of a novel pile-plank-supported ballastless tram track in soft soil regions16
Shear strength and life cycle assessment of volcanic ash-based geopolymer and cement stabilized soil: A comparative study16
Soft Clay Modified with Municipal Solid Waste and Stabilized with Nano-MgO for Pavement Subgrade and Embankment Fill Applications16
Repose angle prediction of railway ballast based on Hopper Flow Test and PCA-Stacking ensemble learning method16
The evaluation of chemical admixtures on the performance of cement stabilized materials in cold weather16
Comparative assessment of stability of GRS abutments through 1 g physical model tests for field implementation16
Research on influences of groundwater salinity and flow velocity on artificial frozen wall16
Investigation on crushing behavior and cumulative deformation prediction of slag under cyclic loading15
1-g Shaking table tests to determine the behavior of geosynthetic reinforced soil walls under seismic loads15
Cyclic behavior of port-said soft clay in cyclic direct simple shear tests15
Full-scale test of Direct-buried Cable in Sand under Repetitive Loading15
Confinement effect of geocell on the mechanical characteristics of reinforced sand subgrade15
Mechanical characteristics of ballasted track under different tamping depths in railway maintenance15
Physical and numerical investigation of integral bridge abutment stiffness due to seasonal thermal loading15
Soil arching evolution caused by shield tunneling in deep saturated ground15
Novel method to estimate the stiffness of compacted granular geomaterials15
Evaluation of mechanical degradation characteristics of recycled and natural aggregates under gyratory compaction effort15
Soil arching effect in reinforced piled embankment for motor-racing circuit: Field tests and numerical analysis15
A prediction model for railroad ballast resilient modulus considering cyclic loading duration ratio15
Centrifugal model test study on deformation characteristics of deep, thick fillings in giant karst cave tunnels under different construction processes15
Research on damage characteristics and contact interface evolution behavior of double-block ballastless track considering tunnel floor heave15
Deterministic and probabilistic prediction of maximum wall facing displacement of geosynthetic-reinforced soil segmental walls using multivariate adaptive regression splines15
Model test study on the deformation and failure mechanism of high-speed railway subgrade obliquely crossing ground fissure zones15
Model tests study of multi-layer geosynthetic-reinforced pile-supported embankments and evaluation of analytical design models15
Field data-based prediction of local scour depth around bridge piers using interpretable machine learning15
Evaluation of rainfall induced moisture variation depth in highway embankment made of Yazoo clay14
Environmental impact assessment of high-speed railway tunnel construction: A case study for five different rock mass rating classes14
Multiphysics simulation of frost heave in unsaturated road systems under covering effect14
Estimating the compacted dry density of gravelly soil with oversized particles14
Analysis of longitudinal stress and deformation characteristics of shield tunnel under faulting dislocation14
Direct shear behavior of ballasts under differential cyclic normal loading conditions14
Critical shear strain and sliding potential of rock joint under cyclic loading14
Mini time domain reflectometry probe for monitoring local soil moisture of cut-off walls in centrifuge model tests14
Airfield pavement resiliency assessment against extreme dynamic events by explicit axisymmetric finite element models14
Geogrid stabilization in ballasted trackbed for high-speed railways14
Critical Role of Borehole Orientation in Governing the Mechanical Degradation and Microstructural Evolution of Red Sandstone in Cold Regions14
A systematic framework for DEM study of realistic gravel-sand mixture from particle recognition to macro- and micro-mechanical analysis14
Evolution of rattlers under different confining pressures and its influence on shear strength14
Field investigation and numerical analysis of an inverted pavement system in Tennessee, USA14
Study on settlement deformation law of new and old subgrade of expressway reconstruction and expansion based on CPTU13
Investigation on the cyclic shear response of stereoscopic geogrid-reinforced coarse-grained soil interface13
Towards real-time condition monitoring of a transition zone in a railway structure using fibre Bragg grating sensors13
Interaction between a cylinder and a partially saturated soil for compaction analysis13
Assessing 3D stability of unsaturated embankments/slopes considering water level fluctuations using the minimum potential energy method13
Alteration of soil structure following seepage-induced internal erosion in model infrastructure embankments13
Estimation of unsaturated small-strain shear modulus in a laboratory test box and field site from a soil-water characteristic curve13
Effects of cyclic loading on soil arching within pile-supported embankment with artificial crust: A coupled DEM-FDM approach13
Effect of soil arching evolution on tunnel face stability considering spatially variable sandy soils13
A multivariate model of deep slurry infiltration in slurry shield tunneling13
Experimental studies on shape and size effects on particle breakage of railway ballast13
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
Critical support pressure of shield tunnel face in soft-hard mixed strata13
Performance evaluation of composite polymerized asphalt materials for waterproofing layer in high-speed railway system13
Dynamic responses and long-term damage evolution of tunnels in expansive strata under dynamic loads from high-speed trains13
Evolution of Dynamic Characteristics of Solidified Dredge Sludge during Long-Term Traffic Loading under Environmental Actions13
Effect of fault dislocation on the deformation and damage behavior of ballastless track structures in tunnels13
Theoretical analysis of adaptive precise control of high-speed railway track under the action of fault dislocation13
Numerical studies of ballastless track-embankment vibrations considering track irregularities13
Controlling base movement of MSE walls using recycled plastic pins13
The mechanism of hydraulic pressure aggravates coarse-grained soil frost heave: Implication for frost prevention to high-speed railway subgrade13
Insights into the thermal insulation capability of a new polyurethane polymer subgrade material: An in-situ field test on the Qinghai–Tibet highway13
Effect of material hydraulic properties on temporal moisture variations and performance of unbound pavements with sprayed seals13
Performance of adjacent metro tunnels during deep excavation: A case study in Hangzhou13
Characteristic zones for initial state of sand under undrained shearing12
Effect of soil amendments on the compaction characteristics, hydraulic conductivity, and tire sinkage potential of roadside soils12
Prediction of the resilient modulus of stabilized weak subgrade for pavement design structure12
Super-large diameter slurry shield tunnel encountering boulder formation: Detection, treatment and data analysis12
Shallow stability of soil slope with frame protection considering rainwater seepage: A calculation method12
Mitigation of reverse faulting in foundation soils using geosynthetic-encased granular columns12
Experimental Study on the Dynamic Responses of Subgrade and Foundation of High-Speed Railway Crossing Ground Fissure Zone12
Performance evaluation of light-weighted cement-stabilized-clay columns for soft ground improvement using the centrifuge model test12
Experimental assessment of freeze–thaw characteristics and microscopic mechanisms of coal-based solid waste improved loess filler12
Predicting strain energy causing soil liquefaction12
On the simplified method for evaluating tunnel response due to overlying foundation pit excavation12
Predicting the small strain shear modulus of sands and sand-fines binary mixtures using machine learning algorithms12
Developing bearing capacity model for geogrid-reinforced stone columns improved soft clay utilizing MARS-EBS hybrid method12
Dosage framework and resilient behavior of waste foundry sand-cement mixtures12
Investigating the unbonded sections of fully grouted rock bolts using a microphone12
The study of fracture mechanics of PET fiber-reinforced soils based on flexural tests and imaging techniques12
Express highway embankment distress and occurring probability in permafrost regions on the Qinghai-Tibet Plateau12
Predictive modeling of shallow tunnel behavior: Leveraging machine learning for maximum convergence displacement estimation12
Enhancing the mechanical and hydromechanical behaviors of mudstone soils using sugarcane press mud12
The role of recycled rubber inclusions on increased confinement in track substructure12
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