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	121
Application of a combined arching model in the load transfer platform of rigid inclusion system with raft through FEM evaluation	85
Editorial for Transportation Geotechnics and Emerging Technologies	84
Interface friction behavior between soil and steel considering offshore pile driving process by ring shear tests	81
Simplified numerical simulation of vibrocompaction in sand	81
A novel thermodynamic constitutive model of coarse-grained soils considering the particle breakage	81
A novel data-driven approach for proactive risk assessment in shield tunnel construction	69
Empirical and soft computing approaches for estimation of residual friction angle of clays using toughness limit	69
A unimodal soil-water characteristic curve model for gap-graded soil based on bimodal grain-size distribution and fractal theory	55
Analysis of the effect of shoulder cleaning on particle migration within ballast based on a coupled CFD-DEM approach	51
An innovative ballasted track utilizing stabilized clayey subgrade	50
Evaluation of capacity of power hammer machine foundation from high strain dynamic load test: Field test and axisymmetric numerical modeling	50
Data-driven analysis on the subbase strain prediction: A deep data augmentation-based study	48
Significance of Cu and Cc in Evaluating Internal Stability with Application to Design of Subbase Gradation in Pavements	47
Speed and temperature superposition on traffic speed deflectometer measurements	46
Comprehensive in-situ freeze-thaw monitoring under a granular-surfaced road system	46
Duxseal as backfill material for subway lining to mitigate railway vibrations: Field experiments	46
Upper-bound limit load of rigid pavements resting on reinforced soil embankments – Kinematic approach	45
Effect of ballast pockets and geogrid reinforcement on ballasted track: Numerical analysis	44
Towards a wireless sensing infrastructure for smart mobility	44
Evolution of trackbed performance and ballast degradation due to passages of million train wheel axle loads	42
Editorial Board	40
Efficient Bayesian model updating for settlement prediction of the immersed tunnel of HZMB	40
Moisture stabilization of embankment subgrade with capillary barrier cover under dry and rainy weathers	39
Mechanical Properties of Palygorskite Clay Stabilized with Polyelectrolytes	38

Investigating the effect of grain composition on the erosion around deepwater foundations with a new simplified scour resistance test	38
A simplified algorithm for predicting creep settlement of high fills based on modified power law model	38
Soil disturbance induced by shield tunnelling in sensitive clay: In situ test and analyses	38
Structured soil mixture for solving deformation issue in GeoBarrier System	37
Predicting Tunnel-Induced Settlement in Cohesionless soils in Greenfield Condition	36
Editorial Board	36
A spreadsheet based stability calculation for geosynthetic reinforced column-supported embankments	35
Centrifuge modeling of heavy masses, placed on the ground, as a vibration attenuation countermeasure for surface trains	35
Numerical and in-situ evaluation of explosive compaction effectiveness in railway subgrade improvement	35
Effect evaluation of drainage condition and water content on cyclic plastic deformation of aged ballast and its estimation models	35
Effect of strain rate on the adhesive bond shearing resistance of stiff clay	34
An index based on fracture length and aperture to predict groundwater inflow rates in tunnels excavated in fractured-rock	33
Analytical framework for prediction of facing connection loads in reinforced soil walls considering reinforcement downdrag	32
Preface to the Special Issue on Geotechnical asset deterioration and climate change	32
Cyclic behavior of semi-rigid recovered plastic blends in railway track substructure	31
Investigation of resilient modulus and permanent deformation of tropical soil with Reclaimed Asphalt Pavement	31
Experimental study of the influence of different hole-forming methods on the bearing characteristics of post-grouting pile in Loess Areas	30
State-of-the-art review on the application of microfluidics in biogeotechnology	30
Amending excavated soft marine clay with fine incineration bottom ash as a fill material for construction of transportation infrastructure	30
Intermittent cyclic load induced 1D consolidation settlement	29
Converting optimum compaction properties of fine-grained soils between rational energy levels	29
Effect of conditioning schemes on mechanical properties of EPB shield soil	29
Performance of industrial fly ash based stabilized mine haul roads under seasonal moisture changes	28
Non-linear critical speed in high-speed ballasted railways with ground reinforcement	28
Long-term settlement of metro viaduct piers: A case study in Shanghai soft soil	28
Hybrid artificial neural network models for bearing capacity evaluation of a strip footing on sand based on Bolton failure criterion	28
Repose angle prediction of railway ballast based on Hopper Flow Test and PCA-Stacking ensemble learning method	27
Evaluation of the collapse susceptibility of loess using machine learning	27
Hybrid random forest models optimized by Sparrow search algorithm (SSA) and Harris hawk optimization algorithm (HHO) for slope stability prediction	27
Centrifuge and limit analysis investigation of hybrid wrapped-face, full-height panel MSE walls on clay foundations	27
Digital reconstruction of railway steep slope from UAV+TLS using geometric transformer	27
Experimental and numerical based model formulation for estimation of subgrade resilient modulus using the repeated load CBR test considering in situ state of stress	27
Parametric optimization of Cement-based solidification combined with vacuum-assisted filtration	26
Prediction of thermal regime and frost heave deformations of subgrade soils during non-stationary heat and moisture transfer	26
Laboratory characterisation of sand-tyre mix as bedding material for buried structures	26
Experimental study on backward erosion piping of a double-layer dike foundation under variable exit geometries	26
An approach to risk of rockfalls on roads. Case study of the Rafael Caldera Highway	25
Dynamic amplification of rail tracks in high-speed lines: Exploring train effects and impact of ground treatment	25
Calculation method for static and seismic active earth pressure on counterweight retaining walls under translation based on two critical slip surfaces	25
One-part alkali-activated GGBFS as a cement for enhancing compacted filtered iron ore tailings disposal by stacking	25
An analytical model for permeability coefficient of soil-structure interface composed of different capillaries	25
Experimental study on the dynamic behavior of a new medium–low-speed maglev subgrade structure	24
Expected stiffness changes during compaction in laboratory and field	24
Fabrication of superhydrophobic soil stabilizers derived from solid wastes applied for road construction: A review	24
Experimental investigation of the particle breakage of coarse-grained materials under impact loading	24
The influence of cyclic loading on the response of soft subgrade soil in relation to heavy haul railways	24
Field and numerical investigation of full depth reclamation with Portland cement in Georgia	23
Investigating the impact of tamping on ballast bed in railway turnout areas: Insights from discrete element method analysis of energy evolution	23
Influence of ballast shoulder width and track superelevation on the lateral resistance of a monoblock sleeper using discrete element method	23
Mechanical characterization of subway tunnel construction in urban shallow distributed karst stratums	22

Stress path of the surrounding soil during tunnel excavation: An experimental study	22
Reinforcement mechanism and the stress-strain behaviors of geocells made by non-woven geotextile	22
Permeation grouting of silt-sand mixtures	22
Elasto-plastic ground settlement response and stability of single and twin circular unsupported and supported tunnels	22
Dynamic parameters of subgrade soils prone to mud pumping considering the influence of kaolin content and the cyclic stress ratio	22
A simple method to determine soil–water retention curves of compacted active clays	22
Permeability-porosity relation during erosion-induced water inrush: Experimental and theoretical investigations	22
Role of elastic upper limit in shakedown study for granular soils	21
Effect of erosion void on segmental tunnel lining: 2D numerical investigation	21
Investigating the thermal behaviour of geothermal pavements using Thermal Response Test (TRT)	21
A probabilistic approach for the evaluation of the stabilizing forces of fully grouted bolts	21
Predicting resilient modulus of compacted subgrade soils under influences of freeze–thaw cycles and moisture using gene expression programming and artificial neural network approaches	21
Prediction of track settlement at high-speed railway transitions between embankment and bridge in the proximity of a turnout	21
Review of current and future bio-based stabilisation products (enzymatic and polymeric) for road construction materials	21
Bio-improved hydraulic properties of sand treated by soybean urease induced carbonate precipitation and its application Part 2: Sand-geotextile capillary barrier effect	21
Jointed rock masses as metamaterials – Implications for railway tunnel vibrations	20
Experimental study on ground vibration induced by double-line subway trains and road traffic	20
Selection of adequate EPS-block geofoam for use in embankments subjected to seismic loads	20
Full-scale performance testing of bored piles with retaining walls in high cutting slope	20
Rice husk ash as an alternative soluble silica source for alkali-activated metakaolin systems applied to recycled asphalt pavement stabilization	20
Machine learning models to predict the tunnel wall convergence	20
Mechanical properties and influencing factors of vertical-vibration compacted unbound graded aggregate materials	19
Numerical Modelling of Induced Stresses in Buried Corrugated Metal Structures due to Compaction Efforts	19
Sinkhole stability chart for geotechnical investigation	19
Enhanced multi-task learning models for pile drivability prediction: Leveraging metaheuristic algorithms and statistical evaluation	19
Analysis of the protective effect of setting isolation piles outside the foundation pit on the underpass tunnel side	19
Mechanical behavior and durability of a typical frictional cohesive soil from Rio Grande do Sul/Brazil improved with Portland cement	19
Characterization of a fractured rock mass using geological strength index: A discrete fracture network approach	19
Impact of monotonic and cyclic suction variations on the thermal properties of a stabilized compacted silty soil	18
Rubberized cement-stabilized aggregates: Mechanical performance, thermal properties, and effect on temperature fluctuation in road pavements	18
Soft Clay Modified with Municipal Solid Waste and Stabilized with Nano-MgO for Pavement Subgrade and Embankment Fill Applications	18
Evaluation of permanent deformation and resilient modulus of pavement base with different gradations and percentages of clay plasticiser	18
Research on influences of groundwater salinity and flow velocity on artificial frozen wall	18
Experimental and analytical study on soilbag and encased sand columns in loose sand	18
Geotechnical performance of isotropic and foliated quartzite waste as aggregate for road base and asphalt mixture	18
New test facility for studying the behaviour of pressure-grouted soil nails	18
Evolution of tunnel uplift and deformation induced by an upper and collinear excavation: A case study from Shenzhen metro	18
Analysis of soil settlement behind bridge abutments	17
Use of hydraulic radius to estimate the permeability of coarse-grained materials using a new geodatabase	17
Effects of construction sequence and pace on the stability of high embankments founded on soft marine clay	17
A mechanical analysis model for tunnels under strike-slip faulting considering the fault zone width and nonlinear tunnel-stratum interaction	17
Large-scale model tests on performance of assembled multi-step cantilever retaining walls pulled locally with geogrids	17
Implications of incorporating geosynthetics in airfield pavements	17
Chemical stabilization of demolition wastes in pavement bases using one–part fly ash and slag based geopolymers	17
Emulating long-term weather-driven transportation earthworks deterioration models to support asset management	17
Study on small strain characteristics and microscopic mechanism of rice husk ash modified lime soil	16
Macro and micro analyses of static and dynamic shear characteristics of geogrid and rubber–sand mixture interface	16
Comparative assessment of stability of GRS abutments through 1 g physical model tests for field implementation	16
Performance of flooded flexible pavements: A data-driven sensitivity analysis considering soil moisture fluctuations	16
Development of insulating backfill materials produced from the ternary mixtures of red mud, fly ash and preformed foam	16
Stability analysis of jointed rock mass in large underground caverns based on multi-scale analysis method	16
Critical speed of ballasted railway tracks: Influence of ballast and subgrade degradation	16
Model development to Predict Dynamic Interactions of Roller and Geomaterial using Simulated Roller Compaction	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
Predicting subsurface classification in 2D from cone penetration test data	16
Behavior of granular column-improved clay under cyclic shear loading	16
Compaction quality evaluation of subgrade based on soil characteristics assessment using machine learning	15
Numerical study of the deformation performance and failure mechanisms of TDM pile-supported embankments	15
Evaluation of open and filled (TDA and RSM) trenches efficacy on vibration screening caused by transient loads	15
Shear strength and life cycle assessment of volcanic ash-based geopolymer and cement stabilized soil: A comparative study	15
Theoretical analysis and optimization of frame protection to control shallow slope stability and soil erosion	15
Machine learning methods to map stabilizer effectiveness based on common soil properties	15
Permafrost change and its engineering effects under climate change and airport construction scenarios in northeast China	15
Strain rate effect of frozen ballast aggregates under compression: Experiments and discrete element simulations	15
Resilient moduli of demolition wastes in geothermal pavements: Experimental testing and ANFIS modelling	15
The evaluation of chemical admixtures on the performance of cement stabilized materials in cold weather	15
Behaviour of Model Stone Column Subjected to Cyclic Loading	15
In-situ performance assessment of track superstructure on fouled railroad	15
Suffusion in gap-graded granular soils subjected to strain-controlled cyclic loading with coupled CFD-DEM method	15
Investigation of excessive settlement involving recycled asphalt pavement in highway embankment	15
Stress-strain response analysis of demolition wastes as aggregate base course of pavements	14
Soft computing based closed form equations correlating L and N-type Schmidt hammer rebound numbers of rocks	14
The effect of geosynthetic reinforcement on the load transfer mechanism of pile-supported low embankments subject to cyclic traffic loading	14
Thermo-mechanical response of sand-silt mixtures	14
A view on the state of practice in transportation geotechnics in Australia	14
A simplified two-stage method to estimate the settlement and bending moment of upper tunnel considering the interaction of undercrossing twin tunnels	14
Durability of clayey soil stabilized with calcium sulfoaluminate cement and polypropylene fiber under extreme environment	14
Evidence for the weather-driven deterioration of ageing transportation earthworks in the UK	14
Analysis model for permanent deformation in granular materials under the action of superheavy vehicles	14
Subgrade soil response to rail loading: Instability mechanisms, causative factors, and preventive measures	14

Assessment of load distribution mechanism in geocell reinforced foundation beds using Digital Imaging Correlation Techniques	14
Study on seismic stability and performance of reconstruction embankment using geogrid reinforced soil technology	14
Physics-Informed Neural Network (PINN) model for predicting subgrade settlement induced by shield tunnelling beneath an existing railway subgrade	13
Fully-coupled numerical model for ballasted track analysis – Field measurements and predictions	13
Lower-bound shakedown solutions for transportation infrastructures subjected to moving harmonic loads: A focus on saturated subgrade support	13
Wind field and thermal performances of an expressway constructed with two separated crushed-rock embankments in high-altitude permafrost zones	13
Improved determination of the S-wave velocity of rocks in dry and saturated conditions: Application of machine-learning algorithms	13
A novel Bi-LSTM method fusing current and historical data for tunnelling parameters of shield tunnel	13
Evaluation of the elastic modulus improvement in geocell-reinforced unbound aggregates: Full-scale experimental sections on a highway	13
Dynamic and static compaction methods deriving different strain evolutions under cyclic loading for silt and its microscopic interpretation	13
Numerical simulation of breakage in geogrid-encased recycled aggregate columns with a coupled continuum-discrete method	13
Deterministic and probabilistic prediction of maximum wall facing displacement of geosynthetic-reinforced soil segmental walls using multivariate adaptive regression splines	13
A Field Study on the Arching Behavior of a Geogrid-Reinforced Floating Pile-Supported Embankment	13
An active drainage method for groundwater environment protection and tunnel safety control	13
Establishment and implementation of an artificial intelligent flume for investigating local scour around underwater foundations	13
Comprehensive investigation on the reinforcement effect of the dynamic compaction of high stone-filled embankments	13
Mechanical response of buried water pipes to traffic loading before and after extreme cold waves	13
Static and cyclic behaviour of epoxy resin and bentonite-grouted sands	13
Experimental study on the deformation behavior of soils under one-dimensional unloading	13
Stabilization of gold mining tailings with alkali-activated carbide lime and sugarcane bagasse ash	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
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	13
Centrifuge modeling of the settlement and deformation of runway under cyclic impact load	13
Assessing depth of influence of intelligent compaction rollers by integrating laboratory testing and field measurements	13
Shallow defects identification for urban roads using interpretable dynamic broad network	12
Model test study on the deformation and failure mechanism of high-speed railway subgrade obliquely crossing ground fissure zones	12
Evaluation of the effect of surcharge on the behavior of geosynthetic-reinforced soil walls	12
Soil arching effect in reinforced piled embankment for motor-racing circuit: Field tests and numerical analysis	12
Drained shear behavior of coral sand-diatom mixtures	12
Time-Dependent Behavior of Embankment Resting on Soft clay Reinforced with Encased Stone Columns	12
Experimental and numerical studies on failure behaviours of sandstones subject to freeze-thaw cycles	12
Humidity field for unsaturated subgrade accounting for the hydro-mechanical coupling and the difference of compactness: A simulation method	12
Correlating ballast resilient modulus with particle movement through SmartRock sensing	12
Mapping soil arching-induced shear and volumetric strains in dense sands	12
The effect of ballast moisture content and fouling index on railway track settlement	12
Mechanical characteristics of ballasted track under different tamping depths in railway maintenance	12
Research on the Coupled Dynamic Response of Vibratory Roller-Unsaturated Subgrade under Different Compaction and Moisture Content States	12
Combined effect of supported and unsupported sleepers on lateral ballast resistance in ballasted railway track	12
Strengthening and permeability control in sand using Cr3+-crosslinked xanthan gum biopolymer treatment	12
Bio-improved hydraulic properties of sand treated by soybean urease induced carbonate precipitation and its application Part 1: Water retention ability	12
Cyclic behaviour of stone column reinforced subgrade under partially drained condition	12
Determining pavement structural number with traffic speed deflectometer measurements	12
Quantifying the impact of stiffness distributions on the dynamic behaviour of railway transition zones	12
An integrated approach to develop a slope susceptibility map based on a GIS-based approach, soft computing technique and finite element formulation of the bound theorems	12
Effect evaluation of grass roots on mechanical properties of unsaturated coarse-grained soil	12
Centrifugal model test study on deformation characteristics of deep, thick fillings in giant karst cave tunnels under different construction processes	12
The effect of rolling stock characteristics on differential railway track settlement: An engineering-economic model	12
Editorial Board	11
Stochastic stability analysis of geosynthetic reinforced slopes subjected to harmonic base shaking	11
Calculating of the tunnel face deformations reinforced by longitudinal fiberglass dowels: From analytical method to artificial intelligence	11
Alkali-activation of agro-industrial waste for stabilization of lateritic soils	11
Seismic stability analysis of slopes with cracks in unsaturated soils using pseudo-dynamic approach	11
Damaging effects of earth fissures on high-speed railway bridges: Insights from physical experiments and numerical simulations	11
Evaluation of lightweight aggregate to reduce vertical stresses and improve load transfer in pile-supported embankments	11
Editorial Board	11
Influence of aging on hydro-mechanical behavior of unsaturated ballast	11
Detailed particle breakage of crushable granular materials under cyclic shearing conditions using dyed gypsum technique	11
Dynamic response characteristics and failure mode of a bias loess tunnel using a shaking table model test	11
Investigation on the triaxial creep characteristic of coarse granular materials with different initial void ratios	11
Editorial Board	11
Pumping effect of rainfall-induced excess pore pressure on particle migration	11
Effects of compaction and suction on the hydromechanical properties of a dam core clay	11
Data-driven clay-fouled ballast permeability assessment using analytical-numerical and machine learning approaches	11
Predicting the precipitated calcium carbonate and unconfined compressive strength of bio-mediated sands through robust hybrid optimization algorithms	11
Particle motion and stress response interacted with machine activity: Railroad tamping strategy	11
Empirical transfer functions for foam glass aggregates insulation used in flexible pavement layered systems	11
A semi-analytical solution for the transient response of one-dimensional saturated single-layer porous media with general boundary conditions	10
An exact analytical approach for determining the seepage field around underwater twin tunnels with linings	10
Editorial Board	10
Using large datasets for finding the correlation between the rate of track settlement and changes in geometry indices	10
Seismic analysis of 3D active earth pressure for unsaturated backfill	10
Improved fatigue properties of cement-stabilized recycled materials – Lateritic soil using natural rubber latex for sustainable pavement applications	10
Theoretical analysis of the overburden stratum load on metro tunnel induced by active ground fissure	10
Field and laboratory experiments on performance of double-pile substructure of bridge along slope strike	10
Molecular-level behavior induction in the constitutive modeling of swelling clayey soils – A review	10
Editorial Board	10
Physical and numerical investigation of integral bridge abutment stiffness due to seasonal thermal loading	10
1-g Shaking table tests to determine the behavior of geosynthetic reinforced soil walls under seismic loads	10
Analytical model for deep tunnel with an adaptive support system in a viscoelastic-burger's rock	10
Attitude deviation prediction of shield tunneling machine using Time-Aware LSTM networks	10
Simple yet quick stabilization of clay using a waste by-product	10
Application of hybrid ANN paradigms built with nature inspired meta-heuristics for modelling soil compaction parameters	10
Vibration transfer from slab tracks on piled foundations	10
Investigation on the feasibility of an alternative pile-sheet wall with circular piles for cutting slopes along high-speed railway	10
Non-contact Ultrasonic Sonar-based Ranging Technique for In-motion 3D Railroad Tie Deflection Measurements	10
Numerical study on the lateral soil arching effect and associated tunnel responses behind braced excavation in clayey ground	10
Prediction for segment strain and opening of underwater shield tunnel using deep learning method	10
On the use of dispersion curves to determine the critical speed of railway tracks. Application to case studies	10
Identification of railroad ballast fouling through statistical process control on ballast particle movement	10
Behaviours of geogrid-reinforced asphalt pavement over a localized void under cyclic loading	10
A novel integrated approach of ELM and modified equilibrium optimizer for predicting soil compression index of subgrade layer of Dedicated Freight Corridor	10
Full-scale test of Direct-buried Cable in Sand under Repetitive Loading	10
Cyclic response of fibre reinforced dense sand	10
Method for predicting unsaturated permeability using basic soil properties	9
Deformation characteristics of existing tunnels induced by above-crossing quasi-rectangular shield tunnel	9