Transportation Geotechnics

(The TQCC of Transportation Geotechnics is 10. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 500 papers]. The publications cover those that have been published in the past four years, i.e., from 2019-11-01 to 2023-11-01.)
Review on biopolymer-based soil treatment (BPST) technology in geotechnical engineering practices129
Predicting the compaction characteristics of expansive soils using two genetic programming-based algorithms75
Using artificial neural network and genetics algorithm to estimate the resilient modulus for stabilized subgrade and propose new empirical formula68
Soft computing based closed form equations correlating L and N-type Schmidt hammer rebound numbers of rocks65
Stabilization of highly expansive soils containing sulfate using metakaolin and fly ash based geopolymer modified with lime and gypsum61
Tensile strength prediction of rock material using non-destructive tests: A comparative intelligent study59
A novel approach for classification of soils based on laboratory tests using Adaboost, Tree and ANN modeling56
Investigation of the Kenaf fiber hybrid length on the properties of the cement-treated sandy soil52
Calibration for discrete element modelling of railway ballast: A review50
Compression and wetting induced volumetric behavior of loess: Macro- and micro-investigations50
Strength and durability assessment of expansive soil stabilized with recycled ash and natural fibers50
An efficient optimal neural network based on gravitational search algorithm in predicting the deformation of geogrid-reinforced soil structures49
Shear strength and life cycle assessment of volcanic ash-based geopolymer and cement stabilized soil: A comparative study47
Artificial intelligence forecasting models of uniaxial compressive strength46
Freeze-thaw performance of cement and fly ash stabilized loess46
Durability of enzyme stabilized expansive soil in road pavements subjected to moisture degradation46
Three-dimensional stability analysis of the collapse pressure on flexible pavements over rectangular trapdoors45
A new approach to particle shape classification of granular materials45
Effect of freeze-thaw cycles on mechanical strength of lime-treated fine-grained soils43
Performance of clay stabilized by cementitious materials and inclusion of zeolite/alkaline metals-based additive41
Experimental and ANN analysis of temperature effects on the permanent deformation properties of demolition wastes38
Pipeline burst-related ground stability in blowout condition37
Introducing stacking machine learning approaches for the prediction of rock deformation34
Influence of Kaolin content on the cyclic loading response of railway subgrade34
Application of recycled tire polymer fibers and glass fibers for clay reinforcement34
Evaluating and improving the construction and demolition waste technical properties to use in road construction34
Numerical study on stability of lignosulphonate-based stabilized surficial layer of unsaturated expansive soil slope considering hydro-mechanical effect33
Mechanistic-empirical permanent deformation models: Laboratory testing, modelling and ranking33
Use of secondary additives in fly ash based soil stabilization for soft subgrades32
Geotechnical characterization of plastic waste materials in pavement subgrade applications32
Centrifugal modeling of continuous shallow tunnels at active normal faults intersection31
A mixture of coal wash and fly ash as a pavement substructure material30
Large-scale direct shear testing of waste crushed rock reinforced with waste rubber as pavement base/subbase materials30
Performance of segmental and shotcrete linings in shallow tunnels crossing a transverse strike-slip faulting29
Characterizing hydro-mechanical behaviours of compacted subgrade soils considering effects of freeze-thaw cycles28
Examining the relationship between two road performance indicators: Pavement condition index and international roughness index28
Improved performance of ballasted tracks at transition zones: A review of experimental and modelling approaches28
Review of current and future bio-based stabilisation products (enzymatic and polymeric) for road construction materials28
Developing hybrid ELM-ALO, ELM-LSO and ELM-SOA models for predicting advance rate of TBM28
Dynamic behavior of clay modified with polypropylene fiber under freeze-thaw cycles28
Numerical analysis for the role of soil properties to the load transfer in clay foundation due to the traffic load of the metro tunnel27
Pullout behaviour of geosynthetics in a recycled construction and demolition material – Effects of cyclic loading27
Evaluation of particle shape on direct shear mechanical behavior of ballast assembly using discrete element method (DEM)27
Evaluation of the impact of fiber reinforcement on the durability of lignosulfonate stabilized clayey sand under wet-dry condition27
Influence of the freeze-thaw effect on the Duncan-Chang model parameter for lean clay26
Evolutionary computing to determine the skin friction capacity of piles embedded in clay and evaluation of the available analytical methods26
Use of zinc coated steel CNC milling waste for road pavement subgrade26
Estimating unconfined compressive strength of unsaturated cemented soils using alternative evolutionary approaches25
Buried rigid pipe-soil interaction in dense and medium sand backfills under downward relative movement: 2D finite element analysis24
Beams on elastic foundations – A review of railway applications and solutions24
Stability prediction of a natural and man-made slope using various machine learning algorithms24
A novel integrated approach of ELM and modified equilibrium optimizer for predicting soil compression index of subgrade layer of Dedicated Freight Corridor24
Modelling railway ballasted track settlement in vehicle-track interaction analysis24
Recovered plastic and demolition waste blends as railway capping materials24
Numerical investigation into ground treatment to mitigate the permanent train-induced deformation of pile-raft-soft soil system24
Long-term dynamic behavior of a sandy subgrade reinforced by Waste Tire Textile Fibers (WTTFs)24
Improving engineering characteristics of expansive soils using industry waste as a sustainable application for reuse of bagasse ash23
Effect of particle size of sand and surface properties of reinforcement on sand-geosynthetics and sand–carbon fiber polymer interface shear behavior23
Critical dynamic stress and shakedown limit criterion of coarse-grained subgrade soil23
Study on the heat and deformation characteristics of an expressway embankment with shady and sunny slopes in warm and ice-rich permafrost regions23
Compaction quality evaluation of subgrade based on soil characteristics assessment using machine learning23
Application of hybrid intelligent systems in predicting the unconfined compressive strength of clay material mixed with recycled additive22
Model test and numerical simulation on the development of artificially freezing wall in sandy layers considering water seepage22
Modeling resilient modulus of fine-grained materials using different statistical techniques22
Evaluation of geogrid reinforcement of flexible pavement performance: A review of large-scale laboratory studies22
Mechanical and Environmental Performance of Eggshell Lime for Expansive Soils Improvement22
Stabilization of gold mining tailings with alkali-activated carbide lime and sugarcane bagasse ash22
Differential settlements affecting transition zones between bridges and road embankments on soft soils: Numerical analysis of maintenance scenarios by multi-source monitoring data assimilation21
Degradation-induced evolution of particle roundness and its effect on the shear behaviour of railway ballast21
Effect of freeze–thaw cycles on the resilient moduli and unconfined compressive strength of rubberized recycled concrete aggregate as pavement base/subbase21
Experimental and numerical studies on failure behaviours of sandstones subject to freeze-thaw cycles21
Stabilization of expansive soil using hydrophobic polyurethane foam: A review21
Fly ash-based geopolymer as A4 type soil stabiliser21
Influences of buried depth and grain size distribution on seepage erosion in granular soils around tunnel by coupled CFD-DEM approach21
Optimum material ratio for improving the performance of cement-mixed soils21
A novel application of thermoplastic polyurethane/waste rubber powder blend for waterproof seal layer in high-speed railway21
Track settlement restoration of ballastless high-speed railway using polyurethane grouting: Full-scale model testing21
A new development of ANFIS-Based Henry gas solubility optimization technique for prediction of soil shear strength20
Durability improvement of cement stabilized pavement base using natural rubber latex20
Prediction of soil-water characteristic curves using basic soil properties20
Experimental investigation on train-induced vibration of the ground railway embankment and under-crossing subway tunnels20
Evaluation of flexible pavement deterioration conditions using deflection profiles under moving loads20
Evaluation of reclaimed asphalt pavement as base/subbase material in Egypt20
Effect of the constitutive material model employed on predictions of the behaviour of earth pressure balance (EPB) shield-driven tunnels19
Performance of calcium lignosulfonate as a stabiliser of highly expansive clay19
Cyclic behaviour of clay stabilised with fly-ash based geopolymer incorporating ground granulated slag19
Novel hybrid MFO-XGBoost model for predicting the racking ratio of the rectangular tunnels subjected to seismic loading19
COSMA-RF: New intelligent model based on chaos optimized slime mould algorithm and random forest for estimating the peak cutting force of conical picks19
Stress-strain response analysis of demolition wastes as aggregate base course of pavements19
Effect of compaction delay on the strength and consolidation properties of cement-stabilized subgrade soil19
Experimental study on particle breakage of carbonate gravels under cyclic loadings through large-scale triaxial tests19
Effect evaluation of freeze-thaw on resilient modulus of unsaturated granular base course material in pavement18
Bridge Pier Scour: An overview of factors affecting the phenomenon and comparative evaluation of selected models18
Experimental study on ground vibration induced by double-line subway trains and road traffic18
Probabilistic slope stability analysis of Heavy-haul freight corridor using a hybrid machine learning paradigm18
Evaluating frost heave susceptibility of well-graded gravel for HSR subgrade based on orthogonal array testing18
Dynamic prediction models of rock quality designation in tunneling projects18
Field investigation and numerical analysis of an inverted pavement system in Tennessee, USA18
Predicting resilient modulus of compacted subgrade soils under influences of freeze–thaw cycles and moisture using gene expression programming and artificial neural network approaches18
Dynamic performance evaluation of ballastless track in high-speed railways under subgrade differential settlement18
Morphological reconstruction method of irregular shaped ballast particles and application in numerical simulation of ballasted track18
A comparison of ground vibration due to ballasted and slab tracks18
Study on the damage evolution in secondary tunnel lining under the combined actions of corrosion degradation of preliminary support and creep deformation of surrounding rock18
Interactions between alkali-activated ground granulated blastfurnace slag and organic matter in soil stabilization/solidification18
A new interpretation of three-dimensional particle geometry: M-A-V-L18
Scalar- and vector-valued vulnerability analysis of shallow circular tunnel in soft soil17
Parameters controlling cyclic behaviour of cement-treated sand17
Geotechnical properties of recycled construction and demolition materials for filling applications17
Analysis of consistent soil–structure interface response in multi–directional shear tests by discrete element modeling17
A hybrid methodology for predicting train-induced vibration on sensitive equipment in far-field buildings17
Influence of tensile strength of geogrid and subgrade modulus on layer coefficients of granular bases17
Discrete element analysis of recycled concrete aggregate responses during repeated load triaxial testing17
A simplified two-stage method to estimate the settlement and bending moment of upper tunnel considering the interaction of undercrossing twin tunnels17
Prediction of the resilient modulus of compacted subgrade soils using ensemble machine learning methods17
Influence of rice husk ash, lime and cement on compaction and strength properties of copper slag17
Experimental study of the influence of different hole-forming methods on the bearing characteristics of post-grouting pile in Loess Areas17
Evolution of the disintegration breakage of red-bed soft rock using a logistic regression model16
Lateral thermal influences of roadway and railway embankments in permafrost zones along the Qinghai-Tibet Engineering Corridor16
Prediction of resilient modulus of ballast under cyclic loading using machine learning techniques16
Effect of water content on resilient modulus and damping ratio of fine/coarse soil mixtures with varying coarse grain contents16
Developing bearing capacity model for geogrid-reinforced stone columns improved soft clay utilizing MARS-EBS hybrid method16
Efficient mitigation of high-speed trains induced vibrations of railway embankments using expanded polystyrene blocks16
Microstructural evolution of remolded clay related to creep16
Laboratory examination of ballast deformation and degradation under impact loads with synthetic inclusions16
Physical modeling of train-induced mud pumping in substructure beneath ballastless slab track16
Shakedown analysis of PET blends with demolition waste as pavement base/subbase materials using experimental and neural network methods16
New analytical solutions for shallow cohesive soils overlying trench voids under various slip surfaces16
Experimental and intelligent modelling for predicting the amplitude of footing resting on geocell-reinforced soil bed under vibratory load16
Assessing depth of influence of intelligent compaction rollers by integrating laboratory testing and field measurements16
Statistical analysis and comparative study of multi-scale 2D and 3D shape features for unbound granular geomaterials15
Centrifuge and numerical modeling of moving traffic surface loads on pipelines buried in cohesionless soil15
Evaluation of polyvinyl alcohol and high calcium fly ash based geopolymer for the improvement of soft Bangkok clay15
Train loading effects in railway geotechnical engineering: Ground response, analysis, measurement and interpretation15
Mechanical properties and influencing factors of vertical-vibration compacted unbound graded aggregate materials15
An assessment of contact and laser-based scanning of rock particles for railway ballast15
Impact of pre-existent Qanats on ground settlements due to mechanized tunneling15
A damage-softening and dilatancy prediction model of coarse-grained materials considering freeze–thaw effects15
Investigation of the parallel gradation method based on the response of track-bed materials under cyclic loadings15
Comparative assessment of expansive soil stabilization by commercially available polymers15
Investigation on the sulfate attack-induced heave of a ballastless track railway subgrade15
Effect of localized water pressure on mountain tunnels crossing fracture zone15
Evaluation and comparison of in-situ soil water characteristics curve with laboratory SWCC curve14
Full-scale laboratory testing of a geosynthetically reinforced soil railway structure14
The influence of sleeper material characteristics on railway track behaviour: concrete vs composite sleeper14
Coupling effects of particle shape and cyclic shear history on shear properties of coarse-grained soil–geogrid interface14
Empirical correlations of soil parameters based on piezocone penetration tests (CPTU) for Hong Kong-Zhuhai-Macau Bridge (HZMB) project14
Bio-improved hydraulic properties of sand treated by soybean urease induced carbonate precipitation and its application Part 1: Water retention ability14
Organosilane and lignosulfonate as innovative stabilization techniques for crushed rocks used in road unbound layers14
Comparative mechanical performances of cement-treated sand reinforced with fiber for road and pavement applications14
Estimation of the shear strength of coarse-grained soils with fine particles14
Analysis of the behavior of the two-component grout around a tunnel segmental lining on the basis of experimental results and analytical approaches14
Method for slab track substructure design at a speed of 400 km/h14
Field performance monitoring of waste tire-based permeable pavements14
Nonlinear dynamic analysis of Qom Monorail Bridge considering Soil-Pile-Bridge-Train Interaction14
Dynamic parameters of subgrade soils prone to mud pumping considering the influence of kaolin content and the cyclic stress ratio14
Compressive strength and microstructure evolution of lime-treated silty soil subjected to kneading action14
Numerical stability analysis of piled embankments reinforced with ground beams14
Effect of seismic and soil parameter uncertainties on seismic damage of buried segmented pipeline14
Development of elasto-plastic constitutive model for unbound granular materials under repeated loads14
Dynamic responses of the pavement-unsaturated poroelastic ground system to a moving traffic load14
Overview on safety management and maintenance of high-speed railway in China14
Prediction method of creep settlement considering abrupt factors14
Investigating the thermal behaviour of geothermal pavements using Thermal Response Test (TRT)13
Determining the resilient modulus of sandy subgrade using cyclic light weight deflectometer test13
Use of steel slag as railway ballast: A review13
Monitoring Particle Movement under Compaction using SmartRock Sensor: A Case Study of Granular Base Layer Compaction13
Three-dimensional finite element modeling of corrugated metal pipes13
Laboratory testing of invert-cut corrugated metal pipes renewed with polymeric spray applied pipe lining13
Simple yet quick stabilization of clay using a waste by-product13
Finite element limit analysis of bearing capacity of footing on back-to-back reinforced soil retaining walls13
In-situ and numerical investigation on the dynamic response of unbounded granular material in permeable pavement13
SBD-K-medoids-based long-term settlement analysis of shield tunnel13
Large-scale testing facility for heavy haul track13
Progressive failure mechanism in granular materials subjected to an alternant active and passive trapdoor13
Dynamic response characteristics and failure mode of a bias loess tunnel using a shaking table model test13
The influence of cyclic loading on the response of soft subgrade soil in relation to heavy haul railways13
Cyclic stress-strain characteristics of calcareous sand improved by polyurethane foam adhesive13
Resilient and permanent deformation behaviors of construction and demolition wastes in unbound pavement base and subbase applications13
Predicting clay compressibility using a novel Manta ray foraging optimization-based extreme learning machine model13
Cumulative strain characteristics of compacted soil under effect of freeze-thaw cycles with water supply13
Multiple hazard fragility analysis for granular highway embankments: Moisture ingress and scour13
The role of rice husk ash, cement and polypropylene fibers on the mechanical behavior of a soil from Guabirotuba formation13
Influencing factors of scale effects in large-scale direct shear tests of soil-rock mixtures based on particle breakage12
Experimental study of stress anisotropy and noncoaxiality of dense sand subjected to monotonic and cyclic loading12
Evaluation on the stability of expressway embankment combined with L-shaped thermosyphons and insulation boards in warm and ice-rich permafrost regions12
General relationships controlling loss of mass, stiffness and strength of sustainable binders amended sand12
Reliability analysis and risk assessment of deep excavations using random-set finite element method and event tree technique12
Assessment of load distribution mechanism in geocell reinforced foundation beds using Digital Imaging Correlation Techniques12
Effect of foam conditioning on performance of EPB shield tunnelling through laboratory excavation test12
Lateral facing deflections of geosynthetic-reinforced retaining walls under footing loading12
Effect of compaction water content and stress ratio on permanent deformation of a subgrade lateritic soil12
Improved methods to prevent railway embankment failure and subgrade degradation: A review12
Centrifuge testing and numerical modeling of single pile and long-pile groups adjacent to surcharge loads in silt soil12
Effect of nail spacing on the global stability of soil nailed walls using limit equilibrium and finite element methods12
Dynamic behavior of natural sand soils and fiber reinforced soils in heavy-haul railway embankment under multistage cyclic loading12
Performance of back-to-back MSE walls reinforced with steel strips under seismic conditions12
Analysis of cyclic deformation and post-cyclic strength of reinforced railway tracks on soft subgrade12
Improvement of the critical speed in high-speed ballasted railway tracks with stone columns: A numerical study on critical length12
Numerical study of the deformation performance and failure mechanisms of TDM pile-supported embankments12
Machine learning methods to map stabilizer effectiveness based on common soil properties12
A comparative life cycle assessment of innovative highway slope repair techniques11
Environmental performance of alkali-activated binders for ground improvement11
An experimental research on damping ratio and dynamic shear modulus ratio of frozen silty clay of the Qinghai-Tibet engineering corridor11
Resilient moduli of demolition wastes in geothermal pavements: Experimental testing and ANFIS modelling11
Pressure evaluation of bridge abutment backfill made of waste tyre bales and shreds: Experimental and numerical study11
Geotechnical slope stability and rockfall debris related safety assessments of rock cuts adjacent to a rail track using aerial photogrammetry data analysis11
Railway subgrade performance after repeated flooding – Large-scale laboratory testing11
Performance of a winged PVD (WPVD) for vacuum consolidation of soft clayey deposits11
Semi-analytical solutions to the consolidation of unsaturated composite ground enforced by stone columns under equal strain condition considering smear effect11
Study on the behavior of squared and sub-rectangular tunnels using the Hyperstatic Reaction Method10
Effectiveness of sand compaction piles in improving loose cohesionless soil10
Experimental study of the comprehensive technology of grouting and suspension under an operating railway in the cobble stratum10
Stress distribution in reinforced railway structures10
Evaluating the crushing characteristics of recycled construction and demolition waste for use in road bases10
Three-dimensional investigation of how newly constructed buildings supported on raft foundations affect pre-existing tunnels10
The effect of rolling stock characteristics on differential railway track settlement: An engineering-economic model10
A gradation-dependent particle shape factor for characterizing small-strain shear modulus of sand-gravel mixtures10
Research on the swelling mechanism of high-speed railway subgrade and the induced railway heave of ballastless tracks10
Performance of X-section cast-in-place concrete piles for highway constructions over soft clays10
Mechanical behavior and constitutive relation of the interface between warm frozen silt and cemented soil10
Predicting earth pressure balance (EPB) shield tunneling-induced ground settlement in compound strata using random forest10
Geomechanical characterization of volcanic aggregates for paving construction applications and correlation with the rock properties10
Prediction of shield machine posture using the GRU algorithm with adaptive boosting: A case study of Chengdu Subway project10
Performance-based economic analysis to find the sustainable aggregate option for a granular roadway10
3D response surface modeling based in-situ assessment of physico-mechanical characteristics of alluvial soils using dynamic cone penetrometer10
Understanding the effect of heat treatment on subgrade soil stabilized with bentonite and magnesium alkalinization10
Sand-sand and sand-steel interface grain-scale behavior under shearing10
Deformation behaviour and influence mechanism of thaw consolidation of embankments on the Qinghai-Tibet Railway in permafrost regions10
A fatigue model for track-bed materials with consideration of the effect of coarse grain content10
Durability evaluation of reclaimed asphalt pavement, ground glass and carbide lime blends based on unconfined compression tests10
Study on the excavation disturbed zone during tunneling in sandy cobble stratum considering the material meso-structure10