Transportation Geotechnics

Papers
(The TQCC of Transportation Geotechnics is 10. 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 2021-05-01 to 2025-05-01.)
ArticleCitations
Performance of industrial fly ash based stabilized mine haul roads under seasonal moisture changes135
Impact of monotonic and cyclic suction variations on the thermal properties of a stabilized compacted silty soil101
Predicting subsurface classification in 2D from cone penetration test data97
Comprehensive in-situ freeze-thaw monitoring under a granular-surfaced road system91
Thermo-mechanical response of sand-silt mixtures87
Investigation of resilient modulus and permanent deformation of tropical soil with Reclaimed Asphalt Pavement85
Mechanical Properties of Palygorskite Clay Stabilized with Polyelectrolytes72
Improved determination of the S-wave velocity of rocks in dry and saturated conditions: Application of machine-learning algorithms64
Reinforcement mechanism and the stress-strain behaviors of geocells made by non-woven geotextile61
A simple method to determine soil–water retention curves of compacted active clays60
Towards a wireless sensing infrastructure for smart mobility59
Characterization of a fractured rock mass using geological strength index: A discrete fracture network approach57
Analysis of soil settlement behind bridge abutments56
Macro and micro analyses of static and dynamic shear characteristics of geogrid and rubber–sand mixture interface54
Hydromechanical behavior of unsaturated sandy soils with different particle shapes under loading–unloading paths: Numerical simulation and experimental validation54
Predicting resilient modulus of compacted subgrade soils under influences of freeze–thaw cycles and moisture using gene expression programming and artificial neural network approaches53
A mechanical analysis model for tunnels under strike-slip faulting considering the fault zone width and nonlinear tunnel-stratum interaction51
A novel thermodynamic constitutive model of coarse-grained soils considering the particle breakage51
A novel data-driven approach for proactive risk assessment in shield tunnel construction47
Resilient moduli of demolition wastes in geothermal pavements: Experimental testing and ANFIS modelling47
Advanced full-scale laboratory dynamic load testing of a ballasted high-speed railway track46
Empirical transfer functions for foam glass aggregates insulation used in flexible pavement layered systems46
Editorial Board45
Editorial Board44
Long-term freeze–thaw cycle behavior of high-speed railway embankment in frozen soil regions and its effects on train-track dynamic interaction system44
Reliability analysis and risk assessment of deep excavations using random-set finite element method and event tree technique42
Mechanical properties of stabilized soil: study on recovered field samples from deep stabilization sites42
Stabilization of gold mining tailings with alkali-activated carbide lime and sugarcane bagasse ash41
Experimental study on tunneling-induced soil arching evolution in pile-raft foundations41
Deformation characteristics of existing tunnels induced by above-crossing quasi-rectangular shield tunnel40
Optimized machine learning models for predicting crown convergence of plateau mountain tunnels40
Lateral deformation of high-speed railway foundation induced by adjacent embankment construction in soft soils: Numerical and field study40
Numerical study on the lateral soil arching effect and associated tunnel responses behind braced excavation in clayey ground37
Cyclic strain sweep testing-analysis to evaluate the mechanical characteristics of stabilized soils36
Prediction of shield machine posture using the GRU algorithm with adaptive boosting: A case study of Chengdu Subway project36
Experimental and numerical investigation of seepage erosion in sandy cobbles under coupling hydraulic and dynamic load36
Accumulated plastic deformation behavior of granite residual soil under cyclic loading considering the influence of initial unloading35
Data-driven clay-fouled ballast permeability assessment using analytical-numerical and machine learning approaches34
Exploring liquefaction resistance in saturated and gassy sands at different state parameters33
The effect of ballast moisture content and fouling index on railway track settlement33
The role of rice husk ash, cement and polypropylene fibers on the mechanical behavior of a soil from Guabirotuba formation32
Detailed particle breakage of crushable granular materials under cyclic shearing conditions using dyed gypsum technique32
A semi-analytical solution for the transient response of one-dimensional saturated single-layer porous media with general boundary conditions32
Experimental and numerical study on mechanical properties of sand-contaminated ballast aggregates in confined condition32
Study on the Rules of Ground Settlement and Pipeline Deformation Considering the Combined Effects of Pipeline Damage Leakage and Shield Tunneling Construction30
Research on the Coupled Dynamic Response of Vibratory Roller-Unsaturated Subgrade under Different Compaction and Moisture Content States30
Influence of wetting fluids on the compressive strength, physicochemical, and pore-structure evolution in lime-treated silty soil subjected to wetting and drying cycles30
Seismic stability analysis of slopes with cracks in unsaturated soils using pseudo-dynamic approach30
Drained shear behavior of coral sand-diatom mixtures30
Effect of different reinforcement strategies in cap-pile regions on the lateral bearing performance of a broken wharf in waterway traffic30
Impact of drying-wetting cycles on the small strain behaviour of compacted clay29
Review of numerical approaches used in soil-pipe interaction analysis of water mains29
Assessing depth of influence of intelligent compaction rollers by integrating laboratory testing and field measurements29
Field measurement and numerical investigation of artificial ground freezing for the construction of a subway cross passage under groundwater flow29
Propagation characteristics of vibration induced by medium-low-speed maglev train running on subgrade28
Impact of cementitious materials on the resilient modulus and damping ratio of weak subgrade28
Forward calculation of displacement fields with multilayered unsaturated highway system induced by falling weight deflectometer using dynamic response method28
Soil-structure interaction issues in integral abutment bridges27
Effect of complex climatic and wheel load conditions on resilient modulus of unsaturated subgrade soil27
Evolving support vector regression based on improved grey wolf optimization for predicting settlement during construction of high-filled roadbed27
Feasibility of biochar for low-emission soft clay stabilization using CO2 curing26
Influence of freeze–thaw cycles on mechanical properties of moraine soils26
Experimental investigation of mechanical behavior of geosynthetics in different soil plasticity indexes26
Predicting permanent strain accumulation of unbound aggregates using machine learning algorithms26
Evaluation of rutting resistance and geotechnical properties of cement stabilized recycled glass, brick and concrete triple blends26
Characterization of pore water distribution in unsaturated soils during drying process with NMR and soil-water characteristic curves26
On site fouling index assessment of ballasted layers using cone dynamic penetrometer and miniature borescope image analysis26
Performance evaluation of high early strength micro-expansion geopolymer grout potentially used for sustainable road infrastructure26
Stress distribution in reinforced railway structures26
Soil-aggregate-cement mixtures for base pavement layers: A strength and stiffness characterization25
Pavement performance analysis considering the influence of suction and temperature on subgrade soil modulus25
Construction and performance evaluation of large stone subbase (LSSB) layers25
Effect of installation damage on the behavior of a polypropylene geogrid in an aggressive environment25
Finite-Element modelling of axial movements of polyethylene pipes in dense sand25
Deep learning–based data anomaly detection for highway slope structural health monitoring: A comparative study25
Geotechnical characterisation and sustainability assessment of plastic waste inclusions on a cement-treated fine-grained soil for pavement applications25
Vibration of the track-soil system due to a harmonic moving load on railway tracks resting on layered soils by 2.5D approach25
Method for predicting drying-wetting and scanning soil-water characteristic curves24
Applicability and comparison of four nature-inspired hybrid techniques in predicting driven piles’ friction capacity24
Physical model study of pile type effect on long-term settlement of geosynthetic-reinforced pile-supported embankment under traffic loading24
An optimized method for analysis of existing tunnels undercrossed by new tunnels in rich-water strata24
Designing, analyzing, and experimentally verifying a uniaxial shear box for investigating the length effect of buried pipelines during soil liquefaction24
Simulation of the conditional models of borehole’s characteristics for slope reliability assessment24
Cumulative frost heave and hydrothermal process of the high-speed railway subgrade under extreme climate conditions in northwest China23
Deformation behaviour and influence mechanism of thaw consolidation of embankments on the Qinghai-Tibet Railway in permafrost regions23
In-Situ Plate Load Test Measurements of Stress Distribution Properties for Coarse Unbound Granular Materials23
Statistical modeling of multivariate loess properties in Taiyuan using regular vine copula with optimized tree structure23
Large-scale testing facility for heavy haul track23
Modeling mechanical behavior of buried pipe suffering from frost-heaving force based on the Winkler Elastic Foundation Beam Theory22
Stabilisation of Malmi soft clay with traditional and low-CO2 binders22
Stiffness of coarse unbound granular material used in road construction22
Experimental investigation and numerical analysis on the performance of flowable soil as feasible backfill material for railway bridge approach22
The influence of sand content on dynamic behaviors of ballast bed from a multiscale perspective22
A novel laboratory investigation to characterize the mechanical behaviors of polyurethane-ballast bonds under complex stress states22
Influence of deep-cement-mixing column rows on the performance of geosynthetics-reinforced column-supported railway embankment22
Utilization of calcium carbide residue based soil stabilizer in road construction: Strength, environmental impact, and field application21
Chemical, mineralogical and geotechnical properties of volcanic ash of Tajogaite (La Palma, Canary Islands, Spain)21
Prediction of resilient modulus with pre-post experimental data of undisturbed subgrade soils using machine learning algorithms21
Performance of the polyurethane foam injection technique for road maintenance applications21
Moisture influence on structural responses of pavement on expansive soils21
Effect of particle size on small strain stiffness of biotreated sands20
Strength evolution mechanism of solid-waste binder solidified sludge soil under drying-wetting/freezing-thawing cycles20
Full-scale laboratory testing of a geosynthetically reinforced soil railway structure20
Machine Learning Models for Predicting Permanent Deformation in Railway Tracks20
Effects of climate change on soil embankments for transport infrastructure20
Numerical investigation of railway subgrade stiffening: Critical speed and free-field vibrations20
Air injection method as a liquefaction countermeasure for saturated granular soils20
Longitudinal structural resilience of shield tunnel: Characterization and field application20
Dynamic behaviour of integral abutment bridge transition under moving train loads20
Field measurements at a road embankment during a winter season in northern Sweden20
Impact of particle arrangement and model dimensions on DEM modeling of high-speed railway ballasted tracks in 2D and 3D20
Machine learning-based pedotransfer functions to predict soil water characteristics curves19
Effects of overload and layer interface condition on estimated flexible pavement lifespan: Case study from BR-116/BA19
Predicting the compaction characteristics of expansive soils using two genetic programming-based algorithms19
Pavement design method in Japan with consideration of climate effect and principal stress axis rotation19
Assessment of landslide susceptibility along the Lanzhou-xinjiang high-speed railway: A case study of Menyuan-Shandanmachang19
A new development of ANFIS-Based Henry gas solubility optimization technique for prediction of soil shear strength19
Effect of laboratory compaction mode, density and suction on the tensile strength of a lime-treated silty soil19
Introducing stacking machine learning approaches for the prediction of rock deformation19
Plastic strain characteristics on frozen silty clay subjected to intermittent vehicle loads19
Utilizing Dielectric Constant and Electrical Conductivity to Estimate Cement Content in Stabilized Subgrade Soils19
Stress-deformation analysis of rail substructure under moving wheel load19
Settlement assessment of sand subjected to cyclic stress related to a load moving over a surface using hollow cylindrical torsional shear apparatus19
Soil suction and temperature measurements in a heavy haul railway formation19
Simulation of progressive shear failure in railway foundation18
Effects of hexagonal boron nitride nanosheets on the biostabilization of recycled sands for geotechnical fill applications18
Compressive strength of cemented soil in pre-bored grouted planted piles under negative temperature environment18
Editorial Board18
Evaluating dispersivenss of high cations content clay soil18
A bounding surface plasticity model for expanded polystyrene-sand mixture18
Variation of Secant Young’s Modulus in an Unsaturated Gap-Graded Granular Fill18
Study on the lateral thermal disturbances of three parallel embankments on permafrost along the Gonghe-Yushu Engineering Corridor in China18
Permanent deformation response of demolition wastes stabilised with bitumen emulsion as pavement base/subbase18
Experimental investigation and modelling of the mechanical behaviors of fine/coarse soil mixture18
DEM simulation of the thermo-geomechanical effect of recycled concrete aggregate assemblies in geothermal pavement bases18
Multi-Phase flow simulation for transient analysis of ballast drainage behavior and shoulder cleaning effect18
Data visualization strategy for predicting rock mass classification with TBM key rock-fragmentation parameters18
Effect of varying pore water salinity on frost susceptibility behaviour of soils17
Weathering resistance of Linz–Donawitz (LD) slag as ballast material using freeze-thaw and sulfate soundness17
Dynamic performance evaluation of ballastless track in high-speed railways under subgrade differential settlement17
Elasto-plastic ground settlement response and stability of single and twin circular unsupported and supported tunnels17
Selection of adequate EPS-block geofoam for use in embankments subjected to seismic loads17
Experimental study and discrete element analysis on lateral resistance of windblown sand railway17
Developing hybrid ELM-ALO, ELM-LSO and ELM-SOA models for predicting advance rate of TBM17
Deterministic and probabilistic analysis of the response of shallow footings on unsaturated soils due to rainfall17
Effect evaluation of drainage condition and water content on cyclic plastic deformation of aged ballast and its estimation models17
Dynamic responses of multilayered poroelastic ground under moving train loads considering effects of track irregularity17
Evaluation on wetting effect of loess high-fill embankment under rainfall and groundwater uplift17
3D numerical modeling of a rigid inclusion reinforced railway embankment under cyclic loading17
Parametric optimization of Cement-based solidification combined with vacuum-assisted filtration17
Research on the hydrothermal process and deformation law of the fill-cut transition section subgrade under dynamic load17
Converting optimum compaction properties of fine-grained soils between rational energy levels16
Behavior of granular column-improved clay under cyclic shear loading16
Repose angle prediction of railway ballast based on Hopper Flow Test and PCA-Stacking ensemble learning method16
Dynamic parameters of subgrade soils prone to mud pumping considering the influence of kaolin content and the cyclic stress ratio16
Calculation method for static and seismic active earth pressure on counterweight retaining walls under translation based on two critical slip surfaces16
The evaluation of chemical admixtures on the performance of cement stabilized materials in cold weather16
Long-term in-situ monitoring on foundation settlement and service performance of a novel pile-plank-supported ballastless tram track in soft soil regions16
Investigating the impact of tamping on ballast bed in railway turnout areas: Insights from discrete element method analysis of energy evolution16
Dynamic amplification of rail tracks in high-speed lines: Exploring train effects and impact of ground treatment16
Research on influences of groundwater salinity and flow velocity on artificial frozen wall16
Role of elastic upper limit in shakedown study for granular soils16
Empirical and soft computing approaches for estimation of residual friction angle of clays using toughness limit16
An analytical model for permeability coefficient of soil-structure interface composed of different capillaries16
Jointed rock masses as metamaterials – Implications for railway tunnel vibrations16
Experimental and numerical based model formulation for estimation of subgrade resilient modulus using the repeated load CBR test considering in situ state of stress16
Digital reconstruction of railway steep slope from UAV+TLS using geometric transformer16
Evaluation of capacity of power hammer machine foundation from high strain dynamic load test: Field test and axisymmetric numerical modeling16
Experimental study on the dynamic behavior of a new medium–low-speed maglev subgrade structure16
Application of a combined arching model in the load transfer platform of rigid inclusion system with raft through FEM evaluation15
Significance of Cu and Cc in Evaluating Internal Stability with Application to Design of Subbase Gradation in Pavements15
Comparative assessment of stability of GRS abutments through 1 g physical model tests for field implementation15
Soil disturbance induced by shield tunnelling in sensitive clay: In situ test and analyses15
Soft Clay Modified with Municipal Solid Waste and Stabilized with Nano-MgO for Pavement Subgrade and Embankment Fill Applications15
Shear strength and life cycle assessment of volcanic ash-based geopolymer and cement stabilized soil: A comparative study15
Predicting Tunnel-Induced Settlement in Cohesionless soils in Greenfield Condition15
Amending excavated soft marine clay with fine incineration bottom ash as a fill material for construction of transportation infrastructure15
The effect of geosynthetic reinforcement on the load transfer mechanism of pile-supported low embankments subject to cyclic traffic loading15
Permafrost change and its engineering effects under climate change and airport construction scenarios in northeast China14
Full-scale performance testing of bored piles with retaining walls in high cutting slope14
On the use of dispersion curves to determine the critical speed of railway tracks. Application to case studies14
Model test study on the deformation and failure mechanism of high-speed railway subgrade obliquely crossing ground fissure zones14
Multiphysics simulation of frost heave in unsaturated road systems under covering effect14
Cyclic behavior of port-said soft clay in cyclic direct simple shear tests14
A prediction model for railroad ballast resilient modulus considering cyclic loading duration ratio14
1-g Shaking table tests to determine the behavior of geosynthetic reinforced soil walls under seismic loads14
Geogrid stabilization in ballasted trackbed for high-speed railways14
Evaluation of mechanical degradation characteristics of recycled and natural aggregates under gyratory compaction effort14
Soil arching effect in reinforced piled embankment for motor-racing circuit: Field tests and numerical analysis14
Stochastic stability analysis of geosynthetic reinforced slopes subjected to harmonic base shaking14
A simplified two-stage method to estimate the settlement and bending moment of upper tunnel considering the interaction of undercrossing twin tunnels14
Damaging effects of earth fissures on high-speed railway bridges: Insights from physical experiments and numerical simulations14
Full-scale test of Direct-buried Cable in Sand under Repetitive Loading14
Model tests study of multi-layer geosynthetic-reinforced pile-supported embankments and evaluation of analytical design models14
Evaluation of rainfall induced moisture variation depth in highway embankment made of Yazoo clay14
Field data-based prediction of local scour depth around bridge piers using interpretable machine learning13
Mapping soil arching-induced shear and volumetric strains in dense sands13
Research on damage characteristics and contact interface evolution behavior of double-block ballastless track considering tunnel floor heave13
Dynamic responses and long-term damage evolution of tunnels in expansive strata under dynamic loads from high-speed trains13
Advanced analysis of road-slope stability in a brittle and faulted rockmass terrain by several techniques13
Airfield pavement resiliency assessment against extreme dynamic events by explicit axisymmetric finite element models13
A multivariate model of deep slurry infiltration in slurry shield tunneling13
Mechanical characteristics of ballasted track under different tamping depths in railway maintenance13
A systematic framework for DEM study of realistic gravel-sand mixture from particle recognition to macro- and micro-mechanical analysis13
Centrifugal model test study on deformation characteristics of deep, thick fillings in giant karst cave tunnels under different construction processes13
Critical shear strain and sliding potential of rock joint under cyclic loading13
Deterministic and probabilistic prediction of maximum wall facing displacement of geosynthetic-reinforced soil segmental walls using multivariate adaptive regression splines13
Performance evaluation of composite polymerized asphalt materials for waterproofing layer in high-speed railway system13
Field investigation and numerical analysis of an inverted pavement system in Tennessee, USA13
Analysis of longitudinal stress and deformation characteristics of shield tunnel under faulting dislocation13
Investigation on crushing behavior and cumulative deformation prediction of slag under cyclic loading13
Confinement effect of geocell on the mechanical characteristics of reinforced sand subgrade13
Soil arching evolution caused by shield tunneling in deep saturated ground13
Environmental impact assessment of high-speed railway tunnel construction: A case study for five different rock mass rating classes13
Physical and numerical investigation of integral bridge abutment stiffness due to seasonal thermal loading13
Study on settlement deformation law of new and old subgrade of expressway reconstruction and expansion based on CPTU13
Mini time domain reflectometry probe for monitoring local soil moisture of cut-off walls in centrifuge model tests13
Effect of material hydraulic properties on temporal moisture variations and performance of unbound pavements with sprayed seals12
Assessing 3D stability of unsaturated embankments/slopes considering water level fluctuations using the minimum potential energy method12
Insights into the thermal insulation capability of a new polyurethane polymer subgrade material: An in-situ field test on the Qinghai–Tibet highway12
Investigation on the cyclic shear response of stereoscopic geogrid-reinforced coarse-grained soil interface12
Alteration of soil structure following seepage-induced internal erosion in model infrastructure embankments12
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 simulatio12
Controlling base movement of MSE walls using recycled plastic pins12
Critical support pressure of shield tunnel face in soft-hard mixed strata12
Effect of soil arching evolution on tunnel face stability considering spatially variable sandy soils12
Influences of buried depth and grain size distribution on seepage erosion in granular soils around tunnel by coupled CFD-DEM approach12
Experimental studies on shape and size effects on particle breakage of railway ballast12
Effects of cyclic loading on soil arching within pile-supported embankment with artificial crust: A coupled DEM-FDM approach12
Numerical studies of ballastless track-embankment vibrations considering track irregularities12
Evolution of Dynamic Characteristics of Solidified Dredge Sludge during Long-Term Traffic Loading under Environmental Actions12
Resilient modulus experiment of subgrade soil on different wetting–drying and salt washing–supplying paths12
Effect of fault dislocation on the deformation and damage behavior of ballastless track structures in tunnels12
Towards real-time condition monitoring of a transition zone in a railway structure using fibre Bragg grating sensors12
Development of FWD based hybrid back-analysis technique for railway track condition assessment12
Estimating the compacted dry density of gravelly soil with oversized particles12
Evolution of rattlers under different confining pressures and its influence on shear strength12
Interaction between a cylinder and a partially saturated soil for compaction analysis12
Utilising construction and demolition waste in soft soil stabilisation: A prediction model for enhanced strength and stiffness11
Predicting the small strain shear modulus of sands and sand-fines binary mixtures using machine learning algorithms11
On the simplified method for evaluating tunnel response due to overlying foundation pit excavation11
Predicting strain energy causing soil liquefaction11
The role of recycled rubber inclusions on increased confinement in track substructure11
Prediction of the resilient modulus of stabilized weak subgrade for pavement design structure11
Predictive modeling of shallow tunnel behavior: Leveraging machine learning for maximum convergence displacement estimation11
Desert silty sand modified by anionic PAM and ordinary portland cement: Microfabric reinforcement and durability11
Multivariate analysis of a grouted sand with colloidal silica at different dilution stages11
Development and validation of a pavement temperature profile prediction model in a mechanistic-empirical design framework11
Impact of remolded soil fabric on the volumetric deformation behavior of clayey soils11
Developing bearing capacity model for geogrid-reinforced stone columns improved soft clay utilizing MARS-EBS hybrid method11
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