Transportation Geotechnics

Article	Citations
Review on biopolymer-based soil treatment (BPST) technology in geotechnical engineering practices	159
Predicting the compaction characteristics of expansive soils using two genetic programming-based algorithms	95
Using artificial neural network and genetics algorithm to estimate the resilient modulus for stabilized subgrade and propose new empirical formula	75
Tensile strength prediction of rock material using non-destructive tests: A comparative intelligent study	71
Soft computing based closed form equations correlating L and N-type Schmidt hammer rebound numbers of rocks	71
A novel approach for classification of soils based on laboratory tests using Adaboost, Tree and ANN modeling	70
Stabilization of highly expansive soils containing sulfate using metakaolin and fly ash based geopolymer modified with lime and gypsum	68
Calibration for discrete element modelling of railway ballast: A review	64
Strength and durability assessment of expansive soil stabilized with recycled ash and natural fibers	61
Artificial intelligence forecasting models of uniaxial compressive strength	58
Shear strength and life cycle assessment of volcanic ash-based geopolymer and cement stabilized soil: A comparative study	57
Compression and wetting induced volumetric behavior of loess: Macro- and micro-investigations	54
Introducing stacking machine learning approaches for the prediction of rock deformation	54
An efficient optimal neural network based on gravitational search algorithm in predicting the deformation of geogrid-reinforced soil structures	54
Use of secondary additives in fly ash based soil stabilization for soft subgrades	44
Performance of clay stabilized by cementitious materials and inclusion of zeolite/alkaline metals-based additive	44
Pipeline burst-related ground stability in blowout condition	42
Numerical study on stability of lignosulphonate-based stabilized surficial layer of unsaturated expansive soil slope considering hydro-mechanical effect	42
Geotechnical characterization of plastic waste materials in pavement subgrade applications	39
Performance of segmental and shotcrete linings in shallow tunnels crossing a transverse strike-slip faulting	38
Experimental and ANN analysis of temperature effects on the permanent deformation properties of demolition wastes	38
Evaluating and improving the construction and demolition waste technical properties to use in road construction	38
Review of current and future bio-based stabilisation products (enzymatic and polymeric) for road construction materials	38
Application of recycled tire polymer fibers and glass fibers for clay reinforcement	38
Developing hybrid ELM-ALO, ELM-LSO and ELM-SOA models for predicting advance rate of TBM	36

Mechanistic-empirical permanent deformation models: Laboratory testing, modelling and ranking	36
Large-scale direct shear testing of waste crushed rock reinforced with waste rubber as pavement base/subbase materials	35
Examining the relationship between two road performance indicators: Pavement condition index and international roughness index	34
Evaluation of particle shape on direct shear mechanical behavior of ballast assembly using discrete element method (DEM)	34
Characterizing hydro-mechanical behaviours of compacted subgrade soils considering effects of freeze-thaw cycles	31
Evaluation of the impact of fiber reinforcement on the durability of lignosulfonate stabilized clayey sand under wet-dry condition	31
Stabilization of gold mining tailings with alkali-activated carbide lime and sugarcane bagasse ash	30
Evolutionary computing to determine the skin friction capacity of piles embedded in clay and evaluation of the available analytical methods	30
Compaction quality evaluation of subgrade based on soil characteristics assessment using machine learning	30
Improving engineering characteristics of expansive soils using industry waste as a sustainable application for reuse of bagasse ash	30
Modelling railway ballasted track settlement in vehicle-track interaction analysis	29
Beams on elastic foundations – A review of railway applications and solutions	29
Mechanical and Environmental Performance of Eggshell Lime for Expansive Soils Improvement	29
Effect of particle size of sand and surface properties of reinforcement on sand-geosynthetics and sand–carbon fiber polymer interface shear behavior	28
Pullout behaviour of geosynthetics in a recycled construction and demolition material – Effects of cyclic loading	28
Estimating unconfined compressive strength of unsaturated cemented soils using alternative evolutionary approaches	28
Track settlement restoration of ballastless high-speed railway using polyurethane grouting: Full-scale model testing	28
Stability prediction of a natural and man-made slope using various machine learning algorithms	28
Field investigation and numerical analysis of an inverted pavement system in Tennessee, USA	28
Fly ash-based geopolymer as A4 type soil stabiliser	27
Influences of buried depth and grain size distribution on seepage erosion in granular soils around tunnel by coupled CFD-DEM approach	27
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
Experimental and numerical studies on failure behaviours of sandstones subject to freeze-thaw cycles	27
Improved methods to prevent railway embankment failure and subgrade degradation: A review	27
COSMA-RF: New intelligent model based on chaos optimized slime mould algorithm and random forest for estimating the peak cutting force of conical picks	27
Differential settlements affecting transition zones between bridges and road embankments on soft soils: Numerical analysis of maintenance scenarios by multi-source monitoring data assimilation	26
Degradation-induced evolution of particle roundness and its effect on the shear behaviour of railway ballast	26
Evaluation of geogrid reinforcement of flexible pavement performance: A review of large-scale laboratory studies	26
Probabilistic slope stability analysis of Heavy-haul freight corridor using a hybrid machine learning paradigm	26
Study on the heat and deformation characteristics of an expressway embankment with shady and sunny slopes in warm and ice-rich permafrost regions	26
Effect of freeze–thaw cycles on the resilient moduli and unconfined compressive strength of rubberized recycled concrete aggregate as pavement base/subbase	26
Use of zinc coated steel CNC milling waste for road pavement subgrade	26
Prediction of the resilient modulus of compacted subgrade soils using ensemble machine learning methods	26
Critical dynamic stress and shakedown limit criterion of coarse-grained subgrade soil	26
Long-term dynamic behavior of a sandy subgrade reinforced by Waste Tire Textile Fibers (WTTFs)	25
Effect of compaction delay on the strength and consolidation properties of cement-stabilized subgrade soil	25
Numerical investigation into ground treatment to mitigate the permanent train-induced deformation of pile-raft-soft soil system	25
Novel hybrid MFO-XGBoost model for predicting the racking ratio of the rectangular tunnels subjected to seismic loading	24
Bridge Pier Scour: An overview of factors affecting the phenomenon and comparative evaluation of selected models	24
A novel integrated approach of ELM and modified equilibrium optimizer for predicting soil compression index of subgrade layer of Dedicated Freight Corridor	24
Stabilization of expansive soil using hydrophobic polyurethane foam: A review	23
Influence of tensile strength of geogrid and subgrade modulus on layer coefficients of granular bases	23
Cyclic behaviour of clay stabilised with fly-ash based geopolymer incorporating ground granulated slag	23
Dynamic performance evaluation of ballastless track in high-speed railways under subgrade differential settlement	23
Application of hybrid intelligent systems in predicting the unconfined compressive strength of clay material mixed with recycled additive	23
Durability improvement of cement stabilized pavement base using natural rubber latex	23
Experimental investigation on train-induced vibration of the ground railway embankment and under-crossing subway tunnels	23
Optimum material ratio for improving the performance of cement-mixed soils	23
Prediction of resilient modulus of ballast under cyclic loading using machine learning techniques	23
Experimental study on particle breakage of carbonate gravels under cyclic loadings through large-scale triaxial tests	23

Interactions between alkali-activated ground granulated blastfurnace slag and organic matter in soil stabilization/solidification	22
Evaluation of flexible pavement deterioration conditions using deflection profiles under moving loads	22
Stress-strain response analysis of demolition wastes as aggregate base course of pavements	22
Scalar- and vector-valued vulnerability analysis of shallow circular tunnel in soft soil	22
Evaluation of reclaimed asphalt pavement as base/subbase material in Egypt	22
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	22
Bio-improved hydraulic properties of sand treated by soybean urease induced carbonate precipitation and its application Part 1: Water retention ability	22
Evolution of the disintegration breakage of red-bed soft rock using a logistic regression model	21
Parameters controlling cyclic behaviour of cement-treated sand	21
A new development of ANFIS-Based Henry gas solubility optimization technique for prediction of soil shear strength	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
SBD-K-medoids-based long-term settlement analysis of shield tunnel	21
A novel application of thermoplastic polyurethane/waste rubber powder blend for waterproof seal layer in high-speed railway	21
A simplified two-stage method to estimate the settlement and bending moment of upper tunnel considering the interaction of undercrossing twin tunnels	21
Three-dimensional finite element modeling of corrugated metal pipes	20
Dynamic prediction models of rock quality designation in tunneling projects	20
Influence of rice husk ash, lime and cement on compaction and strength properties of copper slag	20
Experimental study on ground vibration induced by double-line subway trains and road traffic	20
A hybrid methodology for predicting train-induced vibration on sensitive equipment in far-field buildings	20
Performance of calcium lignosulfonate as a stabiliser of highly expansive clay	20
Prediction of shield machine posture using the GRU algorithm with adaptive boosting: A case study of Chengdu Subway project	20
Use of steel slag as railway ballast: A review	20
Evaluation of polyvinyl alcohol and high calcium fly ash based geopolymer for the improvement of soft Bangkok clay	20
Developing bearing capacity model for geogrid-reinforced stone columns improved soft clay utilizing MARS-EBS hybrid method	20
Overview on safety management and maintenance of high-speed railway in China	20
Method for slab track substructure design at a speed of 400 km/h	19
Analysis of consistent soil–structure interface response in multi–directional shear tests by discrete element modeling	19
Comparative assessment of expansive soil stabilization by commercially available polymers	19
Microstructural evolution of remolded clay related to creep	19
Dynamic parameters of subgrade soils prone to mud pumping considering the influence of kaolin content and the cyclic stress ratio	19
A new interpretation of three-dimensional particle geometry: M-A-V-L	19
Assessment of load distribution mechanism in geocell reinforced foundation beds using Digital Imaging Correlation Techniques	19
Effect of water content on resilient modulus and damping ratio of fine/coarse soil mixtures with varying coarse grain contents	18
Experimental study of the influence of different hole-forming methods on the bearing characteristics of post-grouting pile in Loess Areas	18
Morphological reconstruction method of irregular shaped ballast particles and application in numerical simulation of ballasted track	18
New analytical solutions for shallow cohesive soils overlying trench voids under various slip surfaces	18
Laboratory examination of ballast deformation and degradation under impact loads with synthetic inclusions	18
Experimental and intelligent modelling for predicting the amplitude of footing resting on geocell-reinforced soil bed under vibratory load	18
Centrifuge and numerical modeling of moving traffic surface loads on pipelines buried in cohesionless soil	18
Evaluation on the stability of expressway embankment combined with L-shaped thermosyphons and insulation boards in warm and ice-rich permafrost regions	18
Large-scale testing facility for heavy haul track	18
Assessing depth of influence of intelligent compaction rollers by integrating laboratory testing and field measurements	18
Simple yet quick stabilization of clay using a waste by-product	18
Effect of foam conditioning on performance of EPB shield tunnelling through laboratory excavation test	18
Multiple hazard fragility analysis for granular highway embankments: Moisture ingress and scour	18
Dynamic responses of the pavement-unsaturated poroelastic ground system to a moving traffic load	18
Comparative mechanical performances of cement-treated sand reinforced with fiber for road and pavement applications	17
Improvement of the critical speed in high-speed ballasted railway tracks with stone columns: A numerical study on critical length	17
Discrete element analysis of recycled concrete aggregate responses during repeated load triaxial testing	17
Evaluation and comparison of in-situ soil water characteristics curve with laboratory SWCC curve	17
Predicting clay compressibility using a novel Manta ray foraging optimization-based extreme learning machine model	17
The role of rice husk ash, cement and polypropylene fibers on the mechanical behavior of a soil from Guabirotuba formation	17
Progressive failure mechanism in granular materials subjected to an alternant active and passive trapdoor	17
Shakedown analysis of PET blends with demolition waste as pavement base/subbase materials using experimental and neural network methods	17
Geotechnical properties of recycled construction and demolition materials for filling applications	17
Investigation on the sulfate attack-induced heave of a ballastless track railway subgrade	16
Full-scale laboratory testing of a geosynthetically reinforced soil railway structure	16
Coupling effects of particle shape and cyclic shear history on shear properties of coarse-grained soil–geogrid interface	16
Investigating the thermal behaviour of geothermal pavements using Thermal Response Test (TRT)	16
Environmental performance of alkali-activated binders for ground improvement	16
Physical modeling of train-induced mud pumping in substructure beneath ballastless slab track	16
Laboratory testing of invert-cut corrugated metal pipes renewed with polymeric spray applied pipe lining	16
Compressive strength and microstructure evolution of lime-treated silty soil subjected to kneading action	16
Numerical stability analysis of piled embankments reinforced with ground beams	16
Effect of localized water pressure on mountain tunnels crossing fracture zone	16
Tunneling-induced settlement prediction using the hybrid feature selection method for feature optimization	16
Dynamic response characteristics and failure mode of a bias loess tunnel using a shaking table model test	15
Lateral facing deflections of geosynthetic-reinforced retaining walls under footing loading	15
Resilient and permanent deformation behaviors of construction and demolition wastes in unbound pavement base and subbase applications	15
Field performance monitoring of waste tire-based permeable pavements	15
The influence of cyclic loading on the response of soft subgrade soil in relation to heavy haul railways	15
Influencing factors of scale effects in large-scale direct shear tests of soil-rock mixtures based on particle breakage	15
Determining the resilient modulus of sandy subgrade using cyclic light weight deflectometer test	15
Investigation of the parallel gradation method based on the response of track-bed materials under cyclic loadings	15
Empirical correlations of soil parameters based on piezocone penetration tests (CPTU) for Hong Kong-Zhuhai-Macau Bridge (HZMB) project	15
Estimation of the shear strength of coarse-grained soils with fine particles	15
Cyclic stress-strain characteristics of calcareous sand improved by polyurethane foam adhesive	15
Predicting earth pressure balance (EPB) shield tunneling-induced ground settlement in compound strata using random forest	15
Performance of a winged PVD (WPVD) for vacuum consolidation of soft clayey deposits	14
Semi-analytical solutions to the consolidation of unsaturated composite ground enforced by stone columns under equal strain condition considering smear effect	14

Monitoring Particle Movement under Compaction using SmartRock Sensor: A Case Study of Granular Base Layer Compaction	14
Centrifuge testing and numerical modeling of single pile and long-pile groups adjacent to surcharge loads in silt soil	14
Numerical study of the deformation performance and failure mechanisms of TDM pile-supported embankments	14
3D response surface modeling based in-situ assessment of physico-mechanical characteristics of alluvial soils using dynamic cone penetrometer	14
Deformation behaviour and influence mechanism of thaw consolidation of embankments on the Qinghai-Tibet Railway in permafrost regions	14
The influence of sleeper material characteristics on railway track behaviour: concrete vs composite sleeper	14
Effect of nail spacing on the global stability of soil nailed walls using limit equilibrium and finite element methods	14
Finite element limit analysis of bearing capacity of footing on back-to-back reinforced soil retaining walls	14
Performance of back-to-back MSE walls reinforced with steel strips under seismic conditions	14
Development of elasto-plastic constitutive model for unbound granular materials under repeated loads	14
Mechanical properties and influencing factors of vertical-vibration compacted unbound graded aggregate materials	14
General relationships controlling loss of mass, stiffness and strength of sustainable binders amended sand	13
Reliability analysis and risk assessment of deep excavations using random-set finite element method and event tree technique	13
Experimental investigation of the behavior of soil reinforced with waste plastic bottles under cyclic loads	13
Mechanical Properties of Clayey Soil Reinforced with PET Considering the Influence of Lime-Stabilization	13
Experimental study of the comprehensive technology of grouting and suspension under an operating railway in the cobble stratum	13
Analysis of the behavior of the two-component grout around a tunnel segmental lining on the basis of experimental results and analytical approaches	13
Geotechnical slope stability and rockfall debris related safety assessments of rock cuts adjacent to a rail track using aerial photogrammetry data analysis	13
The effect of rolling stock characteristics on differential railway track settlement: An engineering-economic model	13
Machine learning methods to map stabilizer effectiveness based on common soil properties	13
Experimental study of stress anisotropy and noncoaxiality of dense sand subjected to monotonic and cyclic loading	13
Dynamic behavior of natural sand soils and fiber reinforced soils in heavy-haul railway embankment under multistage cyclic loading	13
Analysis of cyclic deformation and post-cyclic strength of reinforced railway tracks on soft subgrade	13
Mapping soil arching-induced shear and volumetric strains in dense sands	13
Statistical analysis and comparative study of multi-scale 2D and 3D shape features for unbound granular geomaterials	13
Permeation grouting of silt-sand mixtures	13
Behavior characteristics of geosynthetic-encased stone column under cyclic loading	13
In-situ and numerical investigation on the dynamic response of unbounded granular material in permeable pavement	13
Effect of compaction water content and stress ratio on permanent deformation of a subgrade lateritic soil	13
Bagging and Multilayer Perceptron Hybrid Intelligence Models Predicting the Swelling Potential of Soil	12
Prediction of resilient modulus with consistency index for fine-grained soils	12
Ballastless railway track transition zones: An embankment to tunnel analysis	12
Evaluating the crushing characteristics of recycled construction and demolition waste for use in road bases	12
Machine learning models to predict the tunnel wall convergence	12
Railway ballast performance: Recent advances in the understanding of geometry, distribution and degradation	12
Effect of particle size on small strain stiffness of biotreated sands	12
Experimental study on cyclic settlement of piles in silt soil and its application in high-speed railway design	12
Seismic stability analysis of slopes with cracks in unsaturated soils using pseudo-dynamic approach	12
Railway subgrade performance after repeated flooding – Large-scale laboratory testing	12
Dynamic characteristics and microstructural study of nano calcium carbonate modified cemented soil under different salt water solutions	12
Effectiveness of sand compaction piles in improving loose cohesionless soil	12
Optimization of lime and fiber content for improvement of clays with different plasticity using response surface method (RSM)	12
Geomechanical characterization of volcanic aggregates for paving construction applications and correlation with the rock properties	12
Intelligent modelling and design of soft soil improved with floating column-like elements as a road subgrade	11
The influence of pipe-jacking tunneling on deformation of existing tunnels in soft soils and the effectiveness of protection measures	11
A gradation-dependent particle shape factor for characterizing small-strain shear modulus of sand-gravel mixtures	11
Sand-sand and sand-steel interface grain-scale behavior under shearing	11
Model test on the behavior of tunnel linings under earth pressure conditions and external water pressure	11
Triaxial testing of new and degraded ballast under dry and wet conditions	11
The reinforcement analysis of soft ground treated by thermal consolidation vacuum preloading	11
Time-Dependent Behavior of Embankment Resting on Soft clay Reinforced with Encased Stone Columns	11
Research on the swelling mechanism of high-speed railway subgrade and the induced railway heave of ballastless tracks	11
Estimation of 3D Sphericity by Volume Measurement – Application to Coarse Aggregates	11
Pressure evaluation of bridge abutment backfill made of waste tyre bales and shreds: Experimental and numerical study	11
Ground vibration induced by high speed trains on an embankment with pile-board foundation: Modelling and validation with in situ tests	11
Evaluation of the effect of surcharge on the behavior of geosynthetic-reinforced soil walls	11
Durability evaluation of reclaimed asphalt pavement, ground glass and carbide lime blends based on unconfined compression tests	11
Resilient moduli of demolition wastes in geothermal pavements: Experimental testing and ANFIS modelling	11
Experimental and analytical investigation of the shear resistance of a rock joint held by a fully-grouted bolt and subject to large deformations	11
Response and mechanism of a tunnel subjected to combined fault rupture deformation and subsequent seismic excitation	11
Prediction of lining upward movement during shield tunneling using machine learning algorithms and field monitoring data	11
Stress distribution in reinforced railway structures	11
Application of hybrid ANN paradigms built with nature inspired meta-heuristics for modelling soil compaction parameters	11
Relating gradation parameters to mechanical and drainage performance of unbound granular materials	10
Mechanical characteristics of ballasted track under different tamping depths in railway maintenance	10
Deterministic and probabilistic prediction of maximum wall facing displacement of geosynthetic-reinforced soil segmental walls using multivariate adaptive regression splines	10
Performance-based economic analysis to find the sustainable aggregate option for a granular roadway	10
Discrete element modeling of cemented recycled concrete aggregates under unconfined and k0 loading conditions	10
Stability of the loess tunnel foundation reinforced by jet grouting piles and the influence of reinforcement parameters	10
In-situ investigation on mud pumping in ballastless high-speed railway and development of remediation method	10
Data-driven characterization of the correlation between uniaxial compressive strength and Youngs’ modulus of rock without regression models	10
Numerical evaluation of approach slab influence on transition zone behavior in high-speed railway track	10
A fatigue model for track-bed materials with consideration of the effect of coarse grain content	10
Degradation of railway ballast under impact loading considering the morphological properties of aggregate	10
Advanced full-scale laboratory dynamic load testing of a ballasted high-speed railway track	10
Thermal characteristics investigation of a high-speed railway tunnel by field monitoring in Northeast of China	10
Fabrication of superhydrophobic soil stabilizers derived from solid wastes applied for road construction: A review	10
Coupling effects of surface building and earthquake loading on in-service shield tunnels	10
Effects of microencapsulated phase change material characteristics on the thermal performance and mechanical behaviour of silty clay	10
Effect of laboratory compaction mode, density and suction on the tensile strength of a lime-treated silty soil	10
Field evaluation of the three-dimensional dynamic stress state of the subgrade induced by the heavy-haul train load	10
Mechanical behavior and constitutive relation of the interface between warm frozen silt and cemented soil	10
Critical support pressure of shield tunnel face in soft-hard mixed strata	10
Time-dependent field performance of PHC pile-cap-beam-supported embankment over soft marine clay	10
Study on the excavation disturbed zone during tunneling in sandy cobble stratum considering the material meso-structure	10
Three-dimensional modelling of slab-track systems based on dynamic experimental tests	10
Evaluation of open and filled (TDA and RSM) trenches efficacy on vibration screening caused by transient loads	10
Insight into the fracturing of silty mudstone in cyclic hydrothermal environments based on computed tomography	10
Experimental insights into the stiffness degradation of subgrade soils prone to mud pumping	10
A self-adaption horizontal thermosyphon technology in uneven thermal control of roadway embankments in sub-arctic permafrost regions	10
DEM modeling and experimental analysis of the breakage behavior of recycled crushed brick particles	10
Estimation of resilient behavior of crushed waste rocks using repeated load CBR tests	10
Review on dynamic modulus of coarse-grained soil filling for high-speed railway subgrade	10