Transportation Geotechnics

Article	Citations
Review on biopolymer-based soil treatment (BPST) technology in geotechnical engineering practices	129
Predicting the compaction characteristics of expansive soils using two genetic programming-based algorithms	75
Using artificial neural network and genetics algorithm to estimate the resilient modulus for stabilized subgrade and propose new empirical formula	68
Soft computing based closed form equations correlating L and N-type Schmidt hammer rebound numbers of rocks	65
Stabilization of highly expansive soils containing sulfate using metakaolin and fly ash based geopolymer modified with lime and gypsum	61
Tensile strength prediction of rock material using non-destructive tests: A comparative intelligent study	59
A novel approach for classification of soils based on laboratory tests using Adaboost, Tree and ANN modeling	56
Investigation of the Kenaf fiber hybrid length on the properties of the cement-treated sandy soil	52
Calibration for discrete element modelling of railway ballast: A review	50
Compression and wetting induced volumetric behavior of loess: Macro- and micro-investigations	50
Strength and durability assessment of expansive soil stabilized with recycled ash and natural fibers	50
An efficient optimal neural network based on gravitational search algorithm in predicting the deformation of geogrid-reinforced soil structures	49
Shear strength and life cycle assessment of volcanic ash-based geopolymer and cement stabilized soil: A comparative study	47
Artificial intelligence forecasting models of uniaxial compressive strength	46
Freeze-thaw performance of cement and fly ash stabilized loess	46
Durability of enzyme stabilized expansive soil in road pavements subjected to moisture degradation	46
Three-dimensional stability analysis of the collapse pressure on flexible pavements over rectangular trapdoors	45
A new approach to particle shape classification of granular materials	45
Effect of freeze-thaw cycles on mechanical strength of lime-treated fine-grained soils	43
Performance of clay stabilized by cementitious materials and inclusion of zeolite/alkaline metals-based additive	41
Experimental and ANN analysis of temperature effects on the permanent deformation properties of demolition wastes	38
Pipeline burst-related ground stability in blowout condition	37
Introducing stacking machine learning approaches for the prediction of rock deformation	34
Influence of Kaolin content on the cyclic loading response of railway subgrade	34
Application of recycled tire polymer fibers and glass fibers for clay reinforcement	34

Evaluating and improving the construction and demolition waste technical properties to use in road construction	34
Numerical study on stability of lignosulphonate-based stabilized surficial layer of unsaturated expansive soil slope considering hydro-mechanical effect	33
Mechanistic-empirical permanent deformation models: Laboratory testing, modelling and ranking	33
Use of secondary additives in fly ash based soil stabilization for soft subgrades	32
Geotechnical characterization of plastic waste materials in pavement subgrade applications	32
Centrifugal modeling of continuous shallow tunnels at active normal faults intersection	31
A mixture of coal wash and fly ash as a pavement substructure material	30
Large-scale direct shear testing of waste crushed rock reinforced with waste rubber as pavement base/subbase materials	30
Performance of segmental and shotcrete linings in shallow tunnels crossing a transverse strike-slip faulting	29
Characterizing hydro-mechanical behaviours of compacted subgrade soils considering effects of freeze-thaw cycles	28
Examining the relationship between two road performance indicators: Pavement condition index and international roughness index	28
Improved performance of ballasted tracks at transition zones: A review of experimental and modelling approaches	28
Review of current and future bio-based stabilisation products (enzymatic and polymeric) for road construction materials	28
Developing hybrid ELM-ALO, ELM-LSO and ELM-SOA models for predicting advance rate of TBM	28
Dynamic behavior of clay modified with polypropylene fiber under freeze-thaw cycles	28
Numerical analysis for the role of soil properties to the load transfer in clay foundation due to the traffic load of the metro tunnel	27
Pullout behaviour of geosynthetics in a recycled construction and demolition material – Effects of cyclic loading	27
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 condition	27
Influence of the freeze-thaw effect on the Duncan-Chang model parameter for lean clay	26
Evolutionary computing to determine the skin friction capacity of piles embedded in clay and evaluation of the available analytical methods	26
Use of zinc coated steel CNC milling waste for road pavement subgrade	26
Estimating unconfined compressive strength of unsaturated cemented soils using alternative evolutionary approaches	25
Buried rigid pipe-soil interaction in dense and medium sand backfills under downward relative movement: 2D finite element analysis	24
Beams on elastic foundations – A review of railway applications and solutions	24
Stability prediction of a natural and man-made slope using various machine learning algorithms	24
A novel integrated approach of ELM and modified equilibrium optimizer for predicting soil compression index of subgrade layer of Dedicated Freight Corridor	24
Modelling railway ballasted track settlement in vehicle-track interaction analysis	24
Recovered plastic and demolition waste blends as railway capping materials	24
Numerical investigation into ground treatment to mitigate the permanent train-induced deformation of pile-raft-soft soil system	24
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 ash	23
Effect of particle size of sand and surface properties of reinforcement on sand-geosynthetics and sand–carbon fiber polymer interface shear behavior	23
Critical dynamic stress and shakedown limit criterion of coarse-grained subgrade soil	23
Study on the heat and deformation characteristics of an expressway embankment with shady and sunny slopes in warm and ice-rich permafrost regions	23
Compaction quality evaluation of subgrade based on soil characteristics assessment using machine learning	23
Application of hybrid intelligent systems in predicting the unconfined compressive strength of clay material mixed with recycled additive	22
Model test and numerical simulation on the development of artificially freezing wall in sandy layers considering water seepage	22
Modeling resilient modulus of fine-grained materials using different statistical techniques	22
Evaluation of geogrid reinforcement of flexible pavement performance: A review of large-scale laboratory studies	22
Mechanical and Environmental Performance of Eggshell Lime for Expansive Soils Improvement	22
Stabilization of gold mining tailings with alkali-activated carbide lime and sugarcane bagasse ash	22
Differential settlements affecting transition zones between bridges and road embankments on soft soils: Numerical analysis of maintenance scenarios by multi-source monitoring data assimilation	21
Degradation-induced evolution of particle roundness and its effect on the shear behaviour of railway ballast	21
Effect of freeze–thaw cycles on the resilient moduli and unconfined compressive strength of rubberized recycled concrete aggregate as pavement base/subbase	21
Experimental and numerical studies on failure behaviours of sandstones subject to freeze-thaw cycles	21
Stabilization of expansive soil using hydrophobic polyurethane foam: A review	21
Fly ash-based geopolymer as A4 type soil stabiliser	21
Influences of buried depth and grain size distribution on seepage erosion in granular soils around tunnel by coupled CFD-DEM approach	21
Optimum material ratio for improving the performance of cement-mixed soils	21

A novel application of thermoplastic polyurethane/waste rubber powder blend for waterproof seal layer in high-speed railway	21
Track settlement restoration of ballastless high-speed railway using polyurethane grouting: Full-scale model testing	21
A new development of ANFIS-Based Henry gas solubility optimization technique for prediction of soil shear strength	20
Durability improvement of cement stabilized pavement base using natural rubber latex	20
Prediction of soil-water characteristic curves using basic soil properties	20
Experimental investigation on train-induced vibration of the ground railway embankment and under-crossing subway tunnels	20
Evaluation of flexible pavement deterioration conditions using deflection profiles under moving loads	20
Evaluation of reclaimed asphalt pavement as base/subbase material in Egypt	20
Effect of the constitutive material model employed on predictions of the behaviour of earth pressure balance (EPB) shield-driven tunnels	19
Performance of calcium lignosulfonate as a stabiliser of highly expansive clay	19
Cyclic behaviour of clay stabilised with fly-ash based geopolymer incorporating ground granulated slag	19
Novel hybrid MFO-XGBoost model for predicting the racking ratio of the rectangular tunnels subjected to seismic loading	19
COSMA-RF: New intelligent model based on chaos optimized slime mould algorithm and random forest for estimating the peak cutting force of conical picks	19
Stress-strain response analysis of demolition wastes as aggregate base course of pavements	19
Effect of compaction delay on the strength and consolidation properties of cement-stabilized subgrade soil	19
Experimental study on particle breakage of carbonate gravels under cyclic loadings through large-scale triaxial tests	19
Effect evaluation of freeze-thaw on resilient modulus of unsaturated granular base course material in pavement	18
Bridge Pier Scour: An overview of factors affecting the phenomenon and comparative evaluation of selected models	18
Experimental study on ground vibration induced by double-line subway trains and road traffic	18
Probabilistic slope stability analysis of Heavy-haul freight corridor using a hybrid machine learning paradigm	18
Evaluating frost heave susceptibility of well-graded gravel for HSR subgrade based on orthogonal array testing	18
Dynamic prediction models of rock quality designation in tunneling projects	18
Field investigation and numerical analysis of an inverted pavement system in Tennessee, USA	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
Dynamic performance evaluation of ballastless track in high-speed railways under subgrade differential settlement	18
Morphological reconstruction method of irregular shaped ballast particles and application in numerical simulation of ballasted track	18
A comparison of ground vibration due to ballasted and slab tracks	18
Study on the damage evolution in secondary tunnel lining under the combined actions of corrosion degradation of preliminary support and creep deformation of surrounding rock	18
Interactions between alkali-activated ground granulated blastfurnace slag and organic matter in soil stabilization/solidification	18
A new interpretation of three-dimensional particle geometry: M-A-V-L	18
Scalar- and vector-valued vulnerability analysis of shallow circular tunnel in soft soil	17
Parameters controlling cyclic behaviour of cement-treated sand	17
Geotechnical properties of recycled construction and demolition materials for filling applications	17
Analysis of consistent soil–structure interface response in multi–directional shear tests by discrete element modeling	17
A hybrid methodology for predicting train-induced vibration on sensitive equipment in far-field buildings	17
Influence of tensile strength of geogrid and subgrade modulus on layer coefficients of granular bases	17
Discrete element analysis of recycled concrete aggregate responses during repeated load triaxial testing	17
A simplified two-stage method to estimate the settlement and bending moment of upper tunnel considering the interaction of undercrossing twin tunnels	17
Prediction of the resilient modulus of compacted subgrade soils using ensemble machine learning methods	17
Influence of rice husk ash, lime and cement on compaction and strength properties of copper slag	17
Experimental study of the influence of different hole-forming methods on the bearing characteristics of post-grouting pile in Loess Areas	17
Evolution of the disintegration breakage of red-bed soft rock using a logistic regression model	16
Lateral thermal influences of roadway and railway embankments in permafrost zones along the Qinghai-Tibet Engineering Corridor	16
Prediction of resilient modulus of ballast under cyclic loading using machine learning techniques	16
Effect of water content on resilient modulus and damping ratio of fine/coarse soil mixtures with varying coarse grain contents	16
Developing bearing capacity model for geogrid-reinforced stone columns improved soft clay utilizing MARS-EBS hybrid method	16
Efficient mitigation of high-speed trains induced vibrations of railway embankments using expanded polystyrene blocks	16
Microstructural evolution of remolded clay related to creep	16
Laboratory examination of ballast deformation and degradation under impact loads with synthetic inclusions	16
Physical modeling of train-induced mud pumping in substructure beneath ballastless slab track	16
Shakedown analysis of PET blends with demolition waste as pavement base/subbase materials using experimental and neural network methods	16
New analytical solutions for shallow cohesive soils overlying trench voids under various slip surfaces	16
Experimental and intelligent modelling for predicting the amplitude of footing resting on geocell-reinforced soil bed under vibratory load	16
Assessing depth of influence of intelligent compaction rollers by integrating laboratory testing and field measurements	16
Statistical analysis and comparative study of multi-scale 2D and 3D shape features for unbound granular geomaterials	15
Centrifuge and numerical modeling of moving traffic surface loads on pipelines buried in cohesionless soil	15
Evaluation of polyvinyl alcohol and high calcium fly ash based geopolymer for the improvement of soft Bangkok clay	15
Train loading effects in railway geotechnical engineering: Ground response, analysis, measurement and interpretation	15
Mechanical properties and influencing factors of vertical-vibration compacted unbound graded aggregate materials	15
An assessment of contact and laser-based scanning of rock particles for railway ballast	15
Impact of pre-existent Qanats on ground settlements due to mechanized tunneling	15
A damage-softening and dilatancy prediction model of coarse-grained materials considering freeze–thaw effects	15
Investigation of the parallel gradation method based on the response of track-bed materials under cyclic loadings	15
Comparative assessment of expansive soil stabilization by commercially available polymers	15
Investigation on the sulfate attack-induced heave of a ballastless track railway subgrade	15
Effect of localized water pressure on mountain tunnels crossing fracture zone	15
Evaluation and comparison of in-situ soil water characteristics curve with laboratory SWCC curve	14
Full-scale laboratory testing of a geosynthetically reinforced soil railway structure	14
The influence of sleeper material characteristics on railway track behaviour: concrete vs composite sleeper	14
Coupling effects of particle shape and cyclic shear history on shear properties of coarse-grained soil–geogrid interface	14
Empirical correlations of soil parameters based on piezocone penetration tests (CPTU) for Hong Kong-Zhuhai-Macau Bridge (HZMB) project	14
Bio-improved hydraulic properties of sand treated by soybean urease induced carbonate precipitation and its application Part 1: Water retention ability	14
Organosilane and lignosulfonate as innovative stabilization techniques for crushed rocks used in road unbound layers	14
Comparative mechanical performances of cement-treated sand reinforced with fiber for road and pavement applications	14
Estimation of the shear strength of coarse-grained soils with fine particles	14
Analysis of the behavior of the two-component grout around a tunnel segmental lining on the basis of experimental results and analytical approaches	14
Method for slab track substructure design at a speed of 400 km/h	14
Field performance monitoring of waste tire-based permeable pavements	14
Nonlinear dynamic analysis of Qom Monorail Bridge considering Soil-Pile-Bridge-Train Interaction	14
Dynamic parameters of subgrade soils prone to mud pumping considering the influence of kaolin content and the cyclic stress ratio	14

Compressive strength and microstructure evolution of lime-treated silty soil subjected to kneading action	14
Numerical stability analysis of piled embankments reinforced with ground beams	14
Effect of seismic and soil parameter uncertainties on seismic damage of buried segmented pipeline	14
Development of elasto-plastic constitutive model for unbound granular materials under repeated loads	14
Dynamic responses of the pavement-unsaturated poroelastic ground system to a moving traffic load	14
Overview on safety management and maintenance of high-speed railway in China	14
Prediction method of creep settlement considering abrupt factors	14
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 test	13
Use of steel slag as railway ballast: A review	13
Monitoring Particle Movement under Compaction using SmartRock Sensor: A Case Study of Granular Base Layer Compaction	13
Three-dimensional finite element modeling of corrugated metal pipes	13
Laboratory testing of invert-cut corrugated metal pipes renewed with polymeric spray applied pipe lining	13
Simple yet quick stabilization of clay using a waste by-product	13
Finite element limit analysis of bearing capacity of footing on back-to-back reinforced soil retaining walls	13
In-situ and numerical investigation on the dynamic response of unbounded granular material in permeable pavement	13
SBD-K-medoids-based long-term settlement analysis of shield tunnel	13
Large-scale testing facility for heavy haul track	13
Progressive failure mechanism in granular materials subjected to an alternant active and passive trapdoor	13
Dynamic response characteristics and failure mode of a bias loess tunnel using a shaking table model test	13
The influence of cyclic loading on the response of soft subgrade soil in relation to heavy haul railways	13
Cyclic stress-strain characteristics of calcareous sand improved by polyurethane foam adhesive	13
Resilient and permanent deformation behaviors of construction and demolition wastes in unbound pavement base and subbase applications	13
Predicting clay compressibility using a novel Manta ray foraging optimization-based extreme learning machine model	13
Cumulative strain characteristics of compacted soil under effect of freeze-thaw cycles with water supply	13
Multiple hazard fragility analysis for granular highway embankments: Moisture ingress and scour	13
The role of rice husk ash, cement and polypropylene fibers on the mechanical behavior of a soil from Guabirotuba formation	13
Influencing factors of scale effects in large-scale direct shear tests of soil-rock mixtures based on particle breakage	12
Experimental study of stress anisotropy and noncoaxiality of dense sand subjected to monotonic and cyclic loading	12
Evaluation on the stability of expressway embankment combined with L-shaped thermosyphons and insulation boards in warm and ice-rich permafrost regions	12
General relationships controlling loss of mass, stiffness and strength of sustainable binders amended sand	12
Reliability analysis and risk assessment of deep excavations using random-set finite element method and event tree technique	12
Assessment of load distribution mechanism in geocell reinforced foundation beds using Digital Imaging Correlation Techniques	12
Effect of foam conditioning on performance of EPB shield tunnelling through laboratory excavation test	12
Lateral facing deflections of geosynthetic-reinforced retaining walls under footing loading	12
Effect of compaction water content and stress ratio on permanent deformation of a subgrade lateritic soil	12
Improved methods to prevent railway embankment failure and subgrade degradation: A review	12
Centrifuge testing and numerical modeling of single pile and long-pile groups adjacent to surcharge loads in silt soil	12
Effect of nail spacing on the global stability of soil nailed walls using limit equilibrium and finite element methods	12
Dynamic behavior of natural sand soils and fiber reinforced soils in heavy-haul railway embankment under multistage cyclic loading	12
Performance of back-to-back MSE walls reinforced with steel strips under seismic conditions	12
Analysis of cyclic deformation and post-cyclic strength of reinforced railway tracks on soft subgrade	12
Improvement of the critical speed in high-speed ballasted railway tracks with stone columns: A numerical study on critical length	12
Numerical study of the deformation performance and failure mechanisms of TDM pile-supported embankments	12
Machine learning methods to map stabilizer effectiveness based on common soil properties	12
A comparative life cycle assessment of innovative highway slope repair techniques	11
Environmental performance of alkali-activated binders for ground improvement	11
An experimental research on damping ratio and dynamic shear modulus ratio of frozen silty clay of the Qinghai-Tibet engineering corridor	11
Resilient moduli of demolition wastes in geothermal pavements: Experimental testing and ANFIS modelling	11
Pressure evaluation of bridge abutment backfill made of waste tyre bales and shreds: Experimental and numerical study	11
Geotechnical slope stability and rockfall debris related safety assessments of rock cuts adjacent to a rail track using aerial photogrammetry data analysis	11
Railway subgrade performance after repeated flooding – Large-scale laboratory testing	11
Performance of a winged PVD (WPVD) for vacuum consolidation of soft clayey deposits	11
Semi-analytical solutions to the consolidation of unsaturated composite ground enforced by stone columns under equal strain condition considering smear effect	11
Study on the behavior of squared and sub-rectangular tunnels using the Hyperstatic Reaction Method	10
Effectiveness of sand compaction piles in improving loose cohesionless soil	10
Experimental study of the comprehensive technology of grouting and suspension under an operating railway in the cobble stratum	10
Stress distribution in reinforced railway structures	10
Evaluating the crushing characteristics of recycled construction and demolition waste for use in road bases	10
Three-dimensional investigation of how newly constructed buildings supported on raft foundations affect pre-existing tunnels	10
The effect of rolling stock characteristics on differential railway track settlement: An engineering-economic model	10
A gradation-dependent particle shape factor for characterizing small-strain shear modulus of sand-gravel mixtures	10
Research on the swelling mechanism of high-speed railway subgrade and the induced railway heave of ballastless tracks	10
Performance of X-section cast-in-place concrete piles for highway constructions over soft clays	10
Mechanical behavior and constitutive relation of the interface between warm frozen silt and cemented soil	10
Predicting earth pressure balance (EPB) shield tunneling-induced ground settlement in compound strata using random forest	10
Geomechanical characterization of volcanic aggregates for paving construction applications and correlation with the rock properties	10
Prediction of shield machine posture using the GRU algorithm with adaptive boosting: A case study of Chengdu Subway project	10
Performance-based economic analysis to find the sustainable aggregate option for a granular roadway	10
3D response surface modeling based in-situ assessment of physico-mechanical characteristics of alluvial soils using dynamic cone penetrometer	10
Understanding the effect of heat treatment on subgrade soil stabilized with bentonite and magnesium alkalinization	10
Sand-sand and sand-steel interface grain-scale behavior under shearing	10
Deformation behaviour and influence mechanism of thaw consolidation of embankments on the Qinghai-Tibet Railway in permafrost regions	10
A fatigue model for track-bed materials with consideration of the effect of coarse grain content	10
Durability evaluation of reclaimed asphalt pavement, ground glass and carbide lime blends based on unconfined compression tests	10
Study on the excavation disturbed zone during tunneling in sandy cobble stratum considering the material meso-structure	10