Transportation Geotechnics

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
Reinforcement mechanism and the stress-strain behaviors of geocells made by non-woven geotextile	57
Macro and micro analyses of static and dynamic shear characteristics of geogrid and rubber–sand mixture interface	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
A novel data-driven approach for proactive risk assessment in shield tunnel construction	48
Mechanical Properties of Palygorskite Clay Stabilized with Polyelectrolytes	48
Investigation of particle migration and drainage behavior in railway ballast induced by multiphase flow using a coupled VOF-DEM approach	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
Exploring liquefaction resistance in saturated and gassy sands at different state parameters	34
Influence of embankment properties on dynamic response considering liquefiable foundation soil	34
Effect of remolding water content on cyclic stress–strain property of compacted clay soils	34
Editorial Board	34
Artificial ground freezing by solid carbon dioxide—Analysis of controlling factors on ice-wall formation	34
Editorial Board	33
A semi-analytical solution for the transient response of one-dimensional saturated single-layer porous media with general boundary conditions	33
Cyclic strain sweep testing-analysis to evaluate the mechanical characteristics of stabilized soils	33
Research on the Coupled Dynamic Response of Vibratory Roller-Unsaturated Subgrade under Different Compaction and Moisture Content States	32
Empirical transfer functions for foam glass aggregates insulation used in flexible pavement layered systems	32
Drained shear behavior of coral sand-diatom mixtures	32
Accumulated plastic deformation behavior of granite residual soil under cyclic loading considering the influence of initial unloading	32
Influence of wetting fluids on the compressive strength, physicochemical, and pore-structure evolution in lime-treated silty soil subjected to wetting and drying cycles	31
Experimental study on tunneling-induced soil arching evolution in pile-raft foundations	31
Prediction of shield machine posture using the GRU algorithm with adaptive boosting: A case study of Chengdu Subway project	31
Recent advancements on artificial intelligence in revolutionizing transportation geotechnics: Integration and innovations (2013–2025)	31
The effect of ballast moisture content and fouling index on railway track settlement	30
Optimized machine learning models for predicting crown convergence of plateau mountain tunnels	30
Numerical study on the lateral soil arching effect and associated tunnel responses behind braced excavation in clayey ground	29
Evaluation of rutting resistance and geotechnical properties of cement stabilized recycled glass, brick and concrete triple blends	29
Soil-structure interaction issues in integral abutment bridges	29
Field measurement and numerical investigation of artificial ground freezing for the construction of a subway cross passage under groundwater flow	29
Stress distribution in reinforced railway structures	29
Review of numerical approaches used in soil-pipe interaction analysis of water mains	29
Propagation characteristics of vibration induced by medium-low-speed maglev train running on subgrade	28
Effect of complex climatic and wheel load conditions on resilient modulus of unsaturated subgrade soil	27
Evolving support vector regression based on improved grey wolf optimization for predicting settlement during construction of high-filled roadbed	27
Field assessment of operational parameters for efficient dynamic track stabilization in heavy haul railways	27
Characterization of pore water distribution in unsaturated soils during drying process with NMR and soil-water characteristic curves	27
Mechanical properties of a reinforced clay subgrade: Experimental investigation and mathematical modelling of fibre distribution patterns	27
Impact of cementitious materials on the resilient modulus and damping ratio of weak subgrade	27
Integrated geotechnical and electrical resistivity approaches for investigating rainfall-induced slope failure in a mountainous highway embankment	27
Forward calculation of displacement fields with multilayered unsaturated highway system induced by falling weight deflectometer using dynamic response method	26
Performance evaluation of high early strength micro-expansion geopolymer grout potentially used for sustainable road infrastructure	26
Influence of freeze–thaw cycles on mechanical properties of moraine soils	26
Feasibility of biochar for low-emission soft clay stabilization using CO2 curing	26
Valorization of waste tire textile fibers for durability enhancement of expansive clay stabilized with calcium carbide residue and water treatment sludge	26
Predicting permanent strain accumulation of unbound aggregates using machine learning algorithms	25
Experimental investigation of mechanical behavior of geosynthetics in different soil plasticity indexes	25

In-Situ Plate Load Test Measurements of Stress Distribution Properties for Coarse Unbound Granular Materials	25
Construction and performance evaluation of large stone subbase (LSSB) layers	24
Finite-Element modelling of axial movements of polyethylene pipes in dense sand	24
Vibration of the track-soil system due to a harmonic moving load on railway tracks resting on layered soils by 2.5D approach	24
Designing, analyzing, and experimentally verifying a uniaxial shear box for investigating the length effect of buried pipelines during soil liquefaction	24
Deep learning–based data anomaly detection for highway slope structural health monitoring: A comparative study	24
Soil-aggregate-cement mixtures for base pavement layers: A strength and stiffness characterization	24
Cumulative frost heave and hydrothermal process of the high-speed railway subgrade under extreme climate conditions in northwest China	24
Unified hardening (UH) model for saturated frozen soil incorporating creep behaviour	23
Segmental tunnel with isolation layer in soil-rock transition under longitudinal excitation: experimental and numerical investigation	23
Analysis of scour-driven performance loss in battered drilled-shaft bridge foundations in a Korean macrotidal-estuary case	23
On site fouling index assessment of ballasted layers using cone dynamic penetrometer and miniature borescope image analysis	23
Simulation of the conditional models of borehole’s characteristics for slope reliability assessment	23
Integrating FEM with reliability-based serviceability limit state design for a test embankment on low-carbon column-stabilised soil	23
An optimized method for analysis of existing tunnels undercrossed by new tunnels in rich-water strata	23
Influential factors on the performance of embankments stabilised on deep-mixed columns	23
Effect of installation damage on the behavior of a polypropylene geogrid in an aggressive environment	23
Pavement performance analysis considering the influence of suction and temperature on subgrade soil modulus	23
Field test and numerical simulation study of geogrid reinforced gradient pile-supported embankment for controlling the settlement of bridge approach on expressways	23
Geotechnical characterisation and sustainability assessment of plastic waste inclusions on a cement-treated fine-grained soil for pavement applications	23
Evaluation of expanded polystyrene as a lightweight material in road construction under cyclic loading	23
Physical model study of pile type effect on long-term settlement of geosynthetic-reinforced pile-supported embankment under traffic loading	23
Statistical modeling of multivariate loess properties in Taiyuan using regular vine copula with optimized tree structure	22
Performance of the polyurethane foam injection technique for road maintenance applications	22
Stiffness of coarse unbound granular material used in road construction	22
Effects of overload and layer interface condition on estimated flexible pavement lifespan: Case study from BR-116/BA	22
Corrigendum to “Theoretical modelling of the washboard phenomenon on unpaved roads” [Transp. Geotech. 50 (2025) 101484]	22
Applicability and comparison of four nature-inspired hybrid techniques in predicting driven piles’ friction capacity	22
Editorial Board	22
Dynamic behaviour of integral abutment bridge transition under moving train loads	22
Numerical investigation of railway subgrade stiffening: Critical speed and free-field vibrations	21
Chemical, mineralogical and geotechnical properties of volcanic ash of Tajogaite (La Palma, Canary Islands, Spain)	21
Assessment of landslide susceptibility along the Lanzhou-xinjiang high-speed railway: A case study of Menyuan-Shandanmachang	21
A novel laboratory investigation to characterize the mechanical behaviors of polyurethane-ballast bonds under complex stress states	21
Plastic strain characteristics on frozen silty clay subjected to intermittent vehicle loads	21
Influence of deep-cement-mixing column rows on the performance of geosynthetics-reinforced column-supported railway embankment	21
Development and application of the Illinois Buckle Risk Model (IBRM) using multi-source track condition data	21
Stabilisation of Malmi soft clay with traditional and low-CO2 binders	21
Predictive modeling of track degradation rates considering drainage conditions for maintenance scheduling	21
Effect of laboratory compaction mode, density and suction on the tensile strength of a lime-treated silty soil	21
Field measurements at a road embankment during a winter season in northern Sweden	21
Centrifuge modeling of ground thaw settlement during metro tunnel construction using AGF method	21
Longitudinal structural resilience of shield tunnel: Characterization and field application	21
Geotechnical and microscopic behavior of the artificially structured clay induced by metakaolin-based geopolymer	21
Effects of climate change on soil embankments for transport infrastructure	21
Utilizing Dielectric Constant and Electrical Conductivity to Estimate Cement Content in Stabilized Subgrade Soils	20
Stress-deformation analysis of rail substructure under moving wheel load	20
Effect of particle size on small strain stiffness of biotreated sands	20
Strength evolution mechanism of solid-waste binder solidified sludge soil under drying-wetting/freezing-thawing cycles	20
Prediction of resilient modulus with pre-post experimental data of undisturbed subgrade soils using machine learning algorithms	20
Introducing stacking machine learning approaches for the prediction of rock deformation	20
Moisture influence on structural responses of pavement on expansive soils	20
Utilization of calcium carbide residue based soil stabilizer in road construction: Strength, environmental impact, and field application	20
Geocell-Reinforced Pourable Geopolymeric Clayey Waste Slurry: Performance as a Roadway Layer under Cyclic Loading	20
Editorial Board	19
Variation of Secant Young’s Modulus in an Unsaturated Gap-Graded Granular Fill	19
Machine learning-based pedotransfer functions to predict soil water characteristics curves	19
Evaluating soil compaction in the field using a solitary strain wave device with a modified contact interface	19
A bounding surface plasticity model for expanded polystyrene-sand mixture	19
Study on the lateral thermal disturbances of three parallel embankments on permafrost along the Gonghe-Yushu Engineering Corridor in China	19
Depth-dependent small-strain stiffness in embankment layers: Comprehensive field and laboratory studies	19
Deterministic and probabilistic analysis of the response of shallow footings on unsaturated soils due to rainfall	19
Impact of particle arrangement and model dimensions on DEM modeling of high-speed railway ballasted tracks in 2D and 3D	19
Modeling mechanical behavior of buried pipe suffering from frost-heaving force based on the Winkler Elastic Foundation Beam Theory	19
Evaluating dispersivenss of high cations content clay soil	19
Compressive strength of cemented soil in pre-bored grouted planted piles under negative temperature environment	19
Circular economy applications in railway infrastructure: A comprehensive evidence-based review	19
3D numerical modeling of a rigid inclusion reinforced railway embankment under cyclic loading	19
Editorial Board	19
The influence of sand content on dynamic behaviors of ballast bed from a multiscale perspective	19
Machine Learning Models for Predicting Permanent Deformation in Railway Tracks	19
Effect of varying pore water salinity on frost susceptibility behaviour of soils	19
Effects of hexagonal boron nitride nanosheets on the biostabilization of recycled sands for geotechnical fill applications	19
Weathering resistance of Linz–Donawitz (LD) slag as ballast material using freeze-thaw and sulfate soundness	18
Carbon-Efficient Stabilization of Sands using a Novel Biocomposite Treatment for Shear Strength Improvement	18
Dynamic performance evaluation of ballastless track in high-speed railways under subgrade differential settlement	18
Experimental investigation and modelling of the mechanical behaviors of fine/coarse soil mixture	18
Permanent deformation response of demolition wastes stabilised with bitumen emulsion as pavement base/subbase	18
Failure mechanism of deep-buried tunnel surrounding rock-lining system: physical model tests and numerical investigation	18
Strength, durability and microstructural properties of fly ash-ground granulated blast furnace slag based geopolymer stabilized high plastic clay	18

Evaluation on wetting effect of loess high-fill embankment under rainfall and groundwater uplift	18
Developing hybrid ELM-ALO, ELM-LSO and ELM-SOA models for predicting advance rate of TBM	18
Hybrid ensemble models for enhanced slope stability prediction based on a comprehensive database	18
Experimental study and discrete element analysis on lateral resistance of windblown sand railway	18
Multi-Phase flow simulation for transient analysis of ballast drainage behavior and shoulder cleaning effect	18
Evaluation of capacity of power hammer machine foundation from high strain dynamic load test: Field test and axisymmetric numerical modeling	17
The effect of geosynthetic reinforcement on the load transfer mechanism of pile-supported low embankments subject to cyclic traffic loading	17
Converting optimum compaction properties of fine-grained soils between rational energy levels	17
Dynamic amplification of rail tracks in high-speed lines: Exploring train effects and impact of ground treatment	17
Research on the hydrothermal process and deformation law of the fill-cut transition section subgrade under dynamic load	17
Selection of adequate EPS-block geofoam for use in embankments subjected to seismic loads	17
Reassessment of post-construction residual settlement of a bridge approach embankment using Bayesian back analysis	17
Data visualization strategy for predicting rock mass classification with TBM key rock-fragmentation parameters	17
Experimental study on the dynamic behavior of a new medium–low-speed maglev subgrade structure	17
Jointed rock masses as metamaterials – Implications for railway tunnel vibrations	17
Discrete element analysis of ballasted track mechanical behavior under rack vehicle loads on steep slopes	17
Influence of particle shape on stress-dilatancy and critical state behavior of granular soils: a DEM study	17
Nonlinear unsaturated shear strength behaviour of compacted crushed rock class IV material: implications for corrugation in unsealed roads	17
Experimental investigation of the influence of seepage direction on internal erosion characteristics in gap-graded soils	17
Preferential flow paths formation driven by hydrothermal interactions in the active layer of highway embankment in Inner Mongolia permafrost regions	16
Significance of Cu and Cc in Evaluating Internal Stability with Application to Design of Subbase Gradation in Pavements	16
Long-term in-situ monitoring on foundation settlement and service performance of a novel pile-plank-supported ballastless tram track in soft soil regions	16
Experimental investigation on periodic capsule barriers vibration isolation based on band gap theory	16
Amending excavated soft marine clay with fine incineration bottom ash as a fill material for construction of transportation infrastructure	16
An analytical model for permeability coefficient of soil-structure interface composed of different capillaries	16
Soil disturbance induced by shield tunnelling in sensitive clay: In situ test and analyses	16
Parametric optimization of Cement-based solidification combined with vacuum-assisted filtration	16
Digital reconstruction of railway steep slope from UAV+TLS using geometric transformer	16
Arching patterns in compacted clay: insights from plane-strain trapdoor tests	16
Predicting Tunnel-Induced Settlement in Cohesionless soils in Greenfield Condition	16
Enhanced pavement design process to incorporate moisture management geotextiles: a comprehensive mechanical-hydro-mechanical modeling and design integration (Part A)	16
Empirical and soft computing approaches for estimation of residual friction angle of clays using toughness limit	16
Role of elastic upper limit in shakedown study for granular soils	16
Research on influences of groundwater salinity and flow velocity on artificial frozen wall	16
Repose angle prediction of railway ballast based on Hopper Flow Test and PCA-Stacking ensemble learning method	16
Application of a combined arching model in the load transfer platform of rigid inclusion system with raft through FEM evaluation	16
Soil arching effect in reinforced piled embankment for motor-racing circuit: Field tests and numerical analysis	15
Damaging effects of earth fissures on high-speed railway bridges: Insights from physical experiments and numerical simulations	15
Cyclic behavior of port-said soft clay in cyclic direct simple shear tests	15
Interpretation of vibration-induced compaction deformation of sand-gravel mixtures: Perspective of multi-scaled dynamic responses	15
Additive manufacturing of granular analogue soils: feasibility studies and mechanical characterization	15
Permafrost change and its engineering effects under climate change and airport construction scenarios in northeast China	15
Deep sequence learning architectures for predicting cyclic soil stress-strain behavior: comparative evaluation of LSTM, GRU, TCN, and hybrid models	15
Full-scale test of Direct-buried Cable in Sand under Repetitive Loading	15
Model test study on the deformation and failure mechanism of high-speed railway subgrade obliquely crossing ground fissure zones	15
Investigating the impact of tamping on ballast bed in railway turnout areas: Insights from discrete element method analysis of energy evolution	15
Calculation method for static and seismic active earth pressure on counterweight retaining walls under translation based on two critical slip surfaces	15
Direct shear behavior of ballasts under differential cyclic normal loading conditions	15
A prediction model for railroad ballast resilient modulus considering cyclic loading duration ratio	15
Deterministic and probabilistic prediction of maximum wall facing displacement of geosynthetic-reinforced soil segmental walls using multivariate adaptive regression splines	15
Soft Clay Modified with Municipal Solid Waste and Stabilized with Nano-MgO for Pavement Subgrade and Embankment Fill Applications	15
Experimental and numerical based model formulation for estimation of subgrade resilient modulus using the repeated load CBR test considering in situ state of stress	15
Comparative assessment of stability of GRS abutments through 1 g physical model tests for field implementation	15
A systematic framework for DEM study of realistic gravel-sand mixture from particle recognition to macro- and micro-mechanical analysis	14
Low thickness platform on soft soil reinforced with rigid inclusions: 2D rolling load tests in centrifuge	14
On the use of dispersion curves to determine the critical speed of railway tracks. Application to case studies	14
Field investigation and numerical analysis of an inverted pavement system in Tennessee, USA	14
Study on settlement deformation law of new and old subgrade of expressway reconstruction and expansion based on CPTU	14
Evolution of Dynamic Characteristics of Solidified Dredge Sludge during Long-Term Traffic Loading under Environmental Actions	14
Mini time domain reflectometry probe for monitoring local soil moisture of cut-off walls in centrifuge model tests	14
Research on damage characteristics and contact interface evolution behavior of double-block ballastless track considering tunnel floor heave	14
Investigation on crushing behavior and cumulative deformation prediction of slag under cyclic loading	14
Critical shear strain and sliding potential of rock joint under cyclic loading	14
Stability analysis of multiple pipe-jacking tunnels construction under seepage-stress coupling effect	14
Model tests study of multi-layer geosynthetic-reinforced pile-supported embankments and evaluation of analytical design models	14
Evaluation of mechanical degradation characteristics of recycled and natural aggregates under gyratory compaction effort	14
Soil arching evolution caused by shield tunneling in deep saturated ground	14
Confinement effect of geocell on the mechanical characteristics of reinforced sand subgrade	14
Performance evaluation of composite polymerized asphalt materials for waterproofing layer in high-speed railway system	14
Multiphysics simulation of frost heave in unsaturated road systems under covering effect	14
Insights into the thermal insulation capability of a new polyurethane polymer subgrade material: An in-situ field test on the Qinghai–Tibet highway	14
Physical and numerical investigation of integral bridge abutment stiffness due to seasonal thermal loading	14
Geogrid stabilization in ballasted trackbed for high-speed railways	14
Critical Role of Borehole Orientation in Governing the Mechanical Degradation and Microstructural Evolution of Red Sandstone in Cold Regions	14
Novel method to estimate the stiffness of compacted granular geomaterials	14
Field data-based prediction of local scour depth around bridge piers using interpretable machine learning	14
Critical support pressure of shield tunnel face in soft-hard mixed strata	14
Towards real-time condition monitoring of a transition zone in a railway structure using fibre Bragg grating sensors	14
Estimating the compacted dry density of gravelly soil with oversized particles	14
Centrifugal model test study on deformation characteristics of deep, thick fillings in giant karst cave tunnels under different construction processes	14
Mechanical characteristics of ballasted track under different tamping depths in railway maintenance	14
Environmental impact assessment of high-speed railway tunnel construction: A case study for five different rock mass rating classes	14
Analysis of longitudinal stress and deformation characteristics of shield tunnel under faulting dislocation	13
The mechanism of hydraulic pressure aggravates coarse-grained soil frost heave: Implication for frost prevention to high-speed railway subgrade	13
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 simulatio	13
Controlling base movement of MSE walls using recycled plastic pins	13
Estimation of unsaturated small-strain shear modulus in a laboratory test box and field site from a soil-water characteristic curve	13
A frictional arch model for pile-cap-beam-supported embankment	13
Laboratory and field assessment of gypsum-modified aluminosilicate blends for expansive clay stabilization	13
Evolution of rattlers under different confining pressures and its influence on shear strength	13
Experimental studies on shape and size effects on particle breakage of railway ballast	13
Effects of cyclic loading on soil arching within pile-supported embankment with artificial crust: A coupled DEM-FDM approach	13
Investigation on the cyclic shear response of stereoscopic geogrid-reinforced coarse-grained soil interface	13
Influence of consolidation history on the transitional behavior of silty clay	13
Airfield pavement resiliency assessment against extreme dynamic events by explicit axisymmetric finite element models	13