Transportation Geotechnics

Article	Citations
Effect of pre-grouting on the ground deformation and its mechanism in the construction of tunnels with small-spacing and large-section	133
Application of a combined arching model in the load transfer platform of rigid inclusion system with raft through FEM evaluation	97
Editorial for Transportation Geotechnics and Emerging Technologies	95
Simplified numerical simulation of vibrocompaction in sand	90
Empirical and soft computing approaches for estimation of residual friction angle of clays using toughness limit	87
Analysis of the effect of shoulder cleaning on particle migration within ballast based on a coupled CFD-DEM approach	84
An innovative ballasted track utilizing stabilized clayey subgrade	68
Significance of Cu and Cc in Evaluating Internal Stability with Application to Design of Subbase Gradation in Pavements	62
Upper-bound limit load of rigid pavements resting on reinforced soil embankments – Kinematic approach	61
Towards a wireless sensing infrastructure for smart mobility	59
Interface friction behavior between soil and steel considering offshore pile driving process by ring shear tests	58
Effect of ballast pockets and geogrid reinforcement on ballasted track: Numerical analysis	55
Efficient Bayesian model updating for settlement prediction of the immersed tunnel of HZMB	54
Assessment of load distribution mechanism in geocell reinforced foundation beds using Digital Imaging Correlation Techniques	53
Chemical stabilization of demolition wastes in pavement bases using one–part fly ash and slag based geopolymers	52
Parametric optimization of Cement-based solidification combined with vacuum-assisted filtration	51
Numerical Modelling of Induced Stresses in Buried Corrugated Metal Structures due to Compaction Efforts	48
Soft Clay Modified with Municipal Solid Waste and Stabilized with Nano-MgO for Pavement Subgrade and Embankment Fill Applications	45
Evidence for the weather-driven deterioration of ageing transportation earthworks in the UK	45
Comprehensive in-situ freeze-thaw monitoring under a granular-surfaced road system	44
Editorial Board	44
Data-driven analysis on the subbase strain prediction: A deep data augmentation-based study	44
Fabrication of superhydrophobic soil stabilizers derived from solid wastes applied for road construction: A review	44
Mechanical behavior and durability of a typical frictional cohesive soil from Rio Grande do Sul/Brazil improved with Portland cement	43
Evolution of tunnel uplift and deformation induced by an upper and collinear excavation: A case study from Shenzhen metro	42

Analysis of soil settlement behind bridge abutments	42
Use of hydraulic radius to estimate the permeability of coarse-grained materials using a new geodatabase	40
Moisture stabilization of embankment subgrade with capillary barrier cover under dry and rainy weathers	39
A simplified algorithm for predicting creep settlement of high fills based on modified power law model	39
Long-term settlement of metro viaduct piers: A case study in Shanghai soft soil	39
Rubberized cement-stabilized aggregates: Mechanical performance, thermal properties, and effect on temperature fluctuation in road pavements	39
Stability analysis of jointed rock mass in large underground caverns based on multi-scale analysis method	35
Mechanical Properties of Palygorskite Clay Stabilized with Polyelectrolytes	35
Expected stiffness changes during compaction in laboratory and field	35
Investigation of resilient modulus and permanent deformation of tropical soil with Reclaimed Asphalt Pavement	35
Predicting subsurface classification in 2D from cone penetration test data	34
Emulating long-term weather-driven transportation earthworks deterioration models to support asset management	33
A mechanical analysis model for tunnels under strike-slip faulting considering the fault zone width and nonlinear tunnel-stratum interaction	33
Sinkhole stability chart for geotechnical investigation	32
Centrifuge modeling of heavy masses, placed on the ground, as a vibration attenuation countermeasure for surface trains	32
Subgrade soil response to rail loading: Instability mechanisms, causative factors, and preventive measures	32
A view on the state of practice in transportation geotechnics in Australia	31
Geotechnical performance of isotropic and foliated quartzite waste as aggregate for road base and asphalt mixture	30
One-part alkali-activated GGBFS as a cement for enhancing compacted filtered iron ore tailings disposal by stacking	29
Repose angle prediction of railway ballast based on Hopper Flow Test and PCA-Stacking ensemble learning method	29
Performance of industrial fly ash based stabilized mine haul roads under seasonal moisture changes	29
Centrifuge and limit analysis investigation of hybrid wrapped-face, full-height panel MSE walls on clay foundations	29
Dynamic and static compaction methods deriving different strain evolutions under cyclic loading for silt and its microscopic interpretation	29
Digital reconstruction of railway steep slope from UAV+TLS using geometric transformer	28
Experimental and numerical based model formulation for estimation of subgrade resilient modulus using the repeated load CBR test considering in situ state of stress	28
Dynamic amplification of rail tracks in high-speed lines: Exploring train effects and impact of ground treatment	28
Centrifuge modeling of the settlement and deformation of runway under cyclic impact load	27
Thermo-mechanical response of sand-silt mixtures	27
Physics-Informed Neural Network (PINN) model for predicting subgrade settlement induced by shield tunnelling beneath an existing railway subgrade	27
The influence of cyclic loading on the response of soft subgrade soil in relation to heavy haul railways	26
Impact of monotonic and cyclic suction variations on the thermal properties of a stabilized compacted silty soil	26
Analysis model for permanent deformation in granular materials under the action of superheavy vehicles	26
Numerical simulation of breakage in geogrid-encased recycled aggregate columns with a coupled continuum-discrete method	26
Cyclic behavior of semi-rigid recovered plastic blends in railway track substructure	26
Evaluation of the elastic modulus improvement in geocell-reinforced unbound aggregates: Full-scale experimental sections on a highway	26
Investigating the effect of grain composition on the erosion around deepwater foundations with a new simplified scour resistance test	26
Full-scale performance testing of bored piles with retaining walls in high cutting slope	26
Research on influences of groundwater salinity and flow velocity on artificial frozen wall	25
A spreadsheet based stability calculation for geosynthetic reinforced column-supported embankments	25
Implications of incorporating geosynthetics in airfield pavements	25
Evaluation of capacity of power hammer machine foundation from high strain dynamic load test: Field test and axisymmetric numerical modeling	25
Duxseal as backfill material for subway lining to mitigate railway vibrations: Field experiments	25
Effects of construction sequence and pace on the stability of high embankments founded on soft marine clay	25
Evolution of trackbed performance and ballast degradation due to passages of million train wheel axle loads	25
Evaluation of open and filled (TDA and RSM) trenches efficacy on vibration screening caused by transient loads	25
Dynamic parameters of subgrade soils prone to mud pumping considering the influence of kaolin content and the cyclic stress ratio	25
Strain rate effect of frozen ballast aggregates under compression: Experiments and discrete element simulations	25
Stress path of the surrounding soil during tunnel excavation: An experimental study	24
Prediction of track settlement at high-speed railway transitions between embankment and bridge in the proximity of a turnout	24
Rice husk ash as an alternative soluble silica source for alkali-activated metakaolin systems applied to recycled asphalt pavement stabilization	24

Speed and temperature superposition on traffic speed deflectometer measurements	24
Evaluation of permanent deformation and resilient modulus of pavement base with different gradations and percentages of clay plasticiser	23
Structured soil mixture for solving deformation issue in GeoBarrier System	23
Hybrid random forest models optimized by Sparrow search algorithm (SSA) and Harris hawk optimization algorithm (HHO) for slope stability prediction	23
Editorial Board	22
An analytical model for permeability coefficient of soil-structure interface composed of different capillaries	22
Jointed rock masses as metamaterials – Implications for railway tunnel vibrations	22
Establishment and implementation of an artificial intelligent flume for investigating local scour around underwater foundations	22
Analytical framework for prediction of facing connection loads in reinforced soil walls considering reinforcement downdrag	21
Effect evaluation of drainage condition and water content on cyclic plastic deformation of aged ballast and its estimation models	21
Preface to the Special Issue on Geotechnical asset deterioration and climate change	21
Converting optimum compaction properties of fine-grained soils between rational energy levels	21
An index based on fracture length and aperture to predict groundwater inflow rates in tunnels excavated in fractured-rock	21
Prediction of thermal regime and frost heave deformations of subgrade soils during non-stationary heat and moisture transfer	20
Calculation method for static and seismic active earth pressure on counterweight retaining walls under translation based on two critical slip surfaces	20
Experimental study on the dynamic behavior of a new medium–low-speed maglev subgrade structure	20
Non-linear critical speed in high-speed ballasted railways with ground reinforcement	20
Laboratory characterisation of sand-tyre mix as bedding material for buried structures	20
Reinforcement mechanism and the stress-strain behaviors of geocells made by non-woven geotextile	20
Evaluation of the collapse susceptibility of loess using machine learning	20
An approach to risk of rockfalls on roads. Case study of the Rafael Caldera Highway	20
A novel data-driven approach for proactive risk assessment in shield tunnel construction	19
A probabilistic approach for the evaluation of the stabilizing forces of fully grouted bolts	19
Theoretical analysis and optimization of frame protection to control shallow slope stability and soil erosion	19
An iterative program to back-analyze grain-size distribution from a predetermined soil–water characteristic curve	19
Machine learning models to predict the tunnel wall convergence	19
Investigation of excessive settlement involving recycled asphalt pavement in highway embankment	19
Development of insulating backfill materials produced from the ternary mixtures of red mud, fly ash and preformed foam	19
Macro and micro analyses of static and dynamic shear characteristics of geogrid and rubber–sand mixture interface	19
In-situ performance assessment of track superstructure on fouled railroad	19
Long-term in-situ monitoring on foundation settlement and service performance of a novel pile-plank-supported ballastless tram track in soft soil regions	19
An active drainage method for groundwater environment protection and tunnel safety control	18
Intermittent cyclic load induced 1D consolidation settlement	18
Spring load restriction methods: A comprehensive review	18
Study on the impact of rock shape and volume fraction on the dynamic properties of soil-rock mixtures	18
Experimental investigation of the particle breakage of coarse-grained materials under impact loading	18
Method for calculating embankment load induced vertical stress increments under reinforced concrete box culvert − a case study	18
The effect of particle shape on particle breakage and shape evolution in gravelly soils	18
Permeation grouting of silt-sand mixtures	18
Predicting resilient modulus of compacted subgrade soils under influences of freeze–thaw cycles and moisture using gene expression programming and artificial neural network approaches	18
Elasto-plastic ground settlement response and stability of single and twin circular unsupported and supported tunnels	18
Research on the hydrothermal process and deformation law of the fill-cut transition section subgrade under dynamic load	18
Study on small strain characteristics and microscopic mechanism of rice husk ash modified lime soil	17
The effect of geosynthetic reinforcement on the load transfer mechanism of pile-supported low embankments subject to cyclic traffic loading	17
Selection of adequate EPS-block geofoam for use in embankments subjected to seismic loads	17
Experimental and analytical study on soilbag and encased sand columns in loose sand	17
New test facility for studying the behaviour of pressure-grouted soil nails	17
Suffusion in gap-graded granular soils subjected to strain-controlled cyclic loading with coupled CFD-DEM method	17
A simple method to determine soil–water retention curves of compacted active clays	17
Mechanical properties and influencing factors of vertical-vibration compacted unbound graded aggregate materials	17
Large-scale model tests on performance of assembled multi-step cantilever retaining walls pulled locally with geogrids	17
Enhanced multi-task learning models for pile drivability prediction: Leveraging metaheuristic algorithms and statistical evaluation	17
Experimental study on backward erosion piping of a double-layer dike foundation under variable exit geometries	17
The evaluation of chemical admixtures on the performance of cement stabilized materials in cold weather	17
Analysis of the protective effect of setting isolation piles outside the foundation pit on the underpass tunnel side	17
Model development to Predict Dynamic Interactions of Roller and Geomaterial using Simulated Roller Compaction	17
A novel Bi-LSTM method fusing current and historical data for tunnelling parameters of shield tunnel	16
Mechanical characterization of subway tunnel construction in urban shallow distributed karst stratums	16
Amending excavated soft marine clay with fine incineration bottom ash as a fill material for construction of transportation infrastructure	16
Permeability-porosity relation during erosion-induced water inrush: Experimental and theoretical investigations	16
Investigating the impact of tamping on ballast bed in railway turnout areas: Insights from discrete element method analysis of energy evolution	16
Predicting Tunnel-Induced Settlement in Cohesionless soils in Greenfield Condition	16
Study on seismic stability and performance of reconstruction embankment using geogrid reinforced soil technology	16
Mechanical response of buried water pipes to traffic loading before and after extreme cold waves	16
Soft computing based closed form equations correlating L and N-type Schmidt hammer rebound numbers of rocks	16
Compaction quality evaluation of subgrade based on soil characteristics assessment using machine learning	16
A simplified two-stage method to estimate the settlement and bending moment of upper tunnel considering the interaction of undercrossing twin tunnels	16
Numerical study of the deformation performance and failure mechanisms of TDM pile-supported embankments	16
Critical speed of ballasted railway tracks: Influence of ballast and subgrade degradation	16
Comprehensive investigation on the reinforcement effect of the dynamic compaction of high stone-filled embankments	16
Durability of clayey soil stabilized with calcium sulfoaluminate cement and polypropylene fiber under extreme environment	16
Experimental study on the deformation behavior of soils under one-dimensional unloading	16
Investigating the thermal behaviour of geothermal pavements using Thermal Response Test (TRT)	16
Mapping of Slope Failures on Highway Embankments using Electrical Resistivity Imaging (ERI), Unmanned Aerial Vehicle (UAV), and Finite Element Method (FEM) Numerical Modeling for Forensic Analysis	16
Permafrost change and its engineering effects under climate change and airport construction scenarios in northeast China	16
Improved determination of the S-wave velocity of rocks in dry and saturated conditions: Application of machine-learning algorithms	16
Behavior of granular column-improved clay under cyclic shear loading	16
Hybrid artificial neural network models for bearing capacity evaluation of a strip footing on sand based on Bolton failure criterion	15
Effect of conditioning schemes on mechanical properties of EPB shield soil	15
Resilient moduli of demolition wastes in geothermal pavements: Experimental testing and ANFIS modelling	15

Behaviour of Model Stone Column Subjected to Cyclic Loading	15
Comparative assessment of stability of GRS abutments through 1 g physical model tests for field implementation	15
Experimental study on ground vibration induced by double-line subway trains and road traffic	15
Soil disturbance induced by shield tunnelling in sensitive clay: In situ test and analyses	15
Characterization of a fractured rock mass using geological strength index: A discrete fracture network approach	15
Static and cyclic behaviour of epoxy resin and bentonite-grouted sands	15
Shear strength and life cycle assessment of volcanic ash-based geopolymer and cement stabilized soil: A comparative study	15
Performance of flooded flexible pavements: A data-driven sensitivity analysis considering soil moisture fluctuations	15
Role of elastic upper limit in shakedown study for granular soils	15
State-of-the-art review on the application of microfluidics in biogeotechnology	15
Influence of ballast shoulder width and track superelevation on the lateral resistance of a monoblock sleeper using discrete element method	15
Effect of different reinforcement strategies in cap-pile regions on the lateral bearing performance of a broken wharf in waterway traffic	14
Multiphysics simulation of frost heave in unsaturated road systems under covering effect	14
Spatial and temporal changes in small-strain shear modulus of geogrid-stabilized crushed aggregate materials	14
A unimodal soil-water characteristic curve model for gap-graded soil based on bimodal grain-size distribution and fractal theory	14
Effect of erosion void on segmental tunnel lining: 2D numerical investigation	14
Coupled effect of cyclic wet-dry environment and vibration event on desiccation crack and mechanical characteristics of polypropylene fiber-reinforced clay	14
Investigating the particle migration and dynamic characteristics in ballasted track subgrade under intermittent load-wetting coupling	14
Study on the Rules of Ground Settlement and Pipeline Deformation Considering the Combined Effects of Pipeline Damage Leakage and Shield Tunneling Construction	14
Evolution of axial cumulative strain and micro-pore structure characteristics of solidified mud under cyclic loading	14
Stress-strain response analysis of demolition wastes as aggregate base course of pavements	14
Integral railway bridges with different transition zone designs	14
Alkali-activation of agro-industrial waste for stabilization of lateritic soils	14
Model tests study of multi-layer geosynthetic-reinforced pile-supported embankments and evaluation of analytical design models	14
Effectiveness of ionic stabilization in the mitigation of soil volume change behavior	14
Mechanical properties of stabilized soil: study on recovered field samples from deep stabilization sites	14
A novel thermodynamic constitutive model of coarse-grained soils considering the particle breakage	14
Stochastic investigation of the relationship between track geometry and ballast degradation rates	14
Attitude deviation prediction of shield tunneling machine using Time-Aware LSTM networks	13
Traffic interruption risk induced by cut-slope failure: The rainfall effect	13
Investigation on crushing behavior and cumulative deformation prediction of slag under cyclic loading	13
Stabilization of gold mining tailings with alkali-activated carbide lime and sugarcane bagasse ash	13
A novel integrated approach of ELM and modified equilibrium optimizer for predicting soil compression index of subgrade layer of Dedicated Freight Corridor	13
Numerical study on the lateral soil arching effect and associated tunnel responses behind braced excavation in clayey ground	13
Seismic stability analysis of slopes with cracks in unsaturated soils using pseudo-dynamic approach	13
Experimental investigation and modeling of the mechanical behaviour of Yanji swelling mudstone subjected to wetting-drying-freezing-thawing cycles	13
Lateral facing deformation versus factor of safety for geosynthetic-reinforced soil walls in a tiered configuration	13
Simulation of the dynamic response of high-speed line structures composed of granular or bituminous sub-ballast layers and comparison with in situ measurements from embedded instrumentation	13
Long-term freeze–thaw cycle behavior of high-speed railway embankment in frozen soil regions and its effects on train-track dynamic interaction system	13
Stress distribution around the conduit buried within a soil slope – An experimental investigation	13
Seepage interaction mechanism of crossing tunnels and existing tunnels: Model test and numerical analysis	13
Particle size effect on unconfined compressive strength of biotreated sand	13
Environmental impact assessment of high-speed railway tunnel construction: A case study for five different rock mass rating classes	13
Dynamic response characteristics and failure mode of a bias loess tunnel using a shaking table model test	13
Real-time detection of the lateral resistance of ballast bed during track realigning in tamping: A novel test method based on track shifting operation	13
The effect of rolling stock characteristics on differential railway track settlement: An engineering-economic model	13
Experimental investigation on dynamic characteristics of fiber-binder modified subgrade filler after freezing-thawing under cyclic loading	13
Large-scale direct shear testing of waste crushed rock reinforced with waste rubber as pavement base/subbase materials	13
Empirical correlations of soil parameters based on piezocone penetration tests (CPTU) for Hong Kong-Zhuhai-Macau Bridge (HZMB) project	12
Pseudo-static analysis of 3D unsaturated bench slopes stabilized by multiple rows of piles	12
Mapping soil arching-induced shear and volumetric strains in dense sands	12
A systematic framework for DEM study of realistic gravel-sand mixture from particle recognition to macro- and micro-mechanical analysis	12
Mechanical behavior assessment of tire-reinforced recycled aggregates for low traffic road construction	12
Full-scale test of Direct-buried Cable in Sand under Repetitive Loading	12
Experimental study on tunneling-induced soil arching evolution in pile-raft foundations	12
Simple yet quick stabilization of clay using a waste by-product	12
Seismic analysis of 3D active earth pressure for unsaturated backfill	12
Using large datasets for finding the correlation between the rate of track settlement and changes in geometry indices	12
Effects of Moisture and Compactness on Uniaxial Dynamic Compression of Sandy Soil under High Strain Rates	12
Interactive effects of crossing tunnel construction on existing tunnel: Three-dimensional centrifugal test and numerical analyses	12
Three-dimensional modelling of slab-track systems based on dynamic experimental tests	12
Study on the excavation disturbed zone during tunneling in sandy cobble stratum considering the material meso-structure	12
Stochastic stability analysis of geosynthetic reinforced slopes subjected to harmonic base shaking	12
Method for predicting unsaturated permeability using basic soil properties	12
Vibration transfer from slab tracks on piled foundations	12
Evaluation of rainfall induced moisture variation depth in highway embankment made of Yazoo clay	12
Soil arching evolution caused by shield tunneling in deep saturated ground	11
A semi-analytical solution for the transient response of one-dimensional saturated single-layer porous media with general boundary conditions	11
MPM-FEM based numerical analysis on responses of stratum and twin tunnels to water-soil gushing	11
An exact analytical approach for determining the seepage field around underwater twin tunnels with linings	11
Prediction for segment strain and opening of underwater shield tunnel using deep learning method	11
Effect of particle regularity on the shear response of geogrid-granular material interface under cyclic normal loading	11
Research on real-time quality evaluation method for intelligent compaction of soil-filling	11
Non-contact Ultrasonic Sonar-based Ranging Technique for In-motion 3D Railroad Tie Deflection Measurements	11
Characterising geomaterial shakedown and related deformation accumulation from cyclic triaxial tests	11
Accumulated plastic deformation behavior of granite residual soil under cyclic loading considering the influence of initial unloading	11
Identification of railroad ballast fouling through statistical process control on ballast particle movement	11
Improved fatigue properties of cement-stabilized recycled materials – Lateritic soil using natural rubber latex for sustainable pavement applications	11
Cyclic strain sweep testing-analysis to evaluate the mechanical characteristics of stabilized soils	11
Effect evaluation of grass roots on mechanical properties of unsaturated coarse-grained soil	11
Editorial Board	11
Molecular-level behavior induction in the constitutive modeling of swelling clayey soils – A review	11
Theoretical modelling of the washboard phenomenon on unpaved roads	11
Determining pavement structural number with traffic speed deflectometer measurements	11
Deterministic and probabilistic prediction of maximum wall facing displacement of geosynthetic-reinforced soil segmental walls using multivariate adaptive regression splines	11
Quantifying the impact of stiffness distributions on the dynamic behaviour of railway transition zones	10
Behaviours of geogrid-reinforced asphalt pavement over a localized void under cyclic loading	10
Analytical model for deep tunnel with an adaptive support system in a viscoelastic-burger's rock	10
The effect of ballast moisture content and fouling index on railway track settlement	10
Humidity field for unsaturated subgrade accounting for the hydro-mechanical coupling and the difference of compactness: A simulation method	10
Deformation characteristics of existing tunnels induced by above-crossing quasi-rectangular shield tunnel	10
Particle motion and stress response interacted with machine activity: Railroad tamping strategy	10
A prediction model for railroad ballast resilient modulus considering cyclic loading duration ratio	10
Lower-bound shakedown solutions for transportation infrastructures subjected to moving harmonic loads: A focus on saturated subgrade support	10
Data-driven clay-fouled ballast permeability assessment using analytical-numerical and machine learning approaches	10