Transportation Geotechnics

Papers
(The median citation count of Transportation Geotechnics is 4. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2020-02-01 to 2024-02-01.)
ArticleCitations
Review on biopolymer-based soil treatment (BPST) technology in geotechnical engineering practices145
Predicting the compaction characteristics of expansive soils using two genetic programming-based algorithms86
Using artificial neural network and genetics algorithm to estimate the resilient modulus for stabilized subgrade and propose new empirical formula71
Soft computing based closed form equations correlating L and N-type Schmidt hammer rebound numbers of rocks69
Tensile strength prediction of rock material using non-destructive tests: A comparative intelligent study68
Stabilization of highly expansive soils containing sulfate using metakaolin and fly ash based geopolymer modified with lime and gypsum66
A novel approach for classification of soils based on laboratory tests using Adaboost, Tree and ANN modeling63
Calibration for discrete element modelling of railway ballast: A review60
Strength and durability assessment of expansive soil stabilized with recycled ash and natural fibers58
Investigation of the Kenaf fiber hybrid length on the properties of the cement-treated sandy soil56
Artificial intelligence forecasting models of uniaxial compressive strength55
Shear strength and life cycle assessment of volcanic ash-based geopolymer and cement stabilized soil: A comparative study55
An efficient optimal neural network based on gravitational search algorithm in predicting the deformation of geogrid-reinforced soil structures53
Compression and wetting induced volumetric behavior of loess: Macro- and micro-investigations53
A new approach to particle shape classification of granular materials48
Introducing stacking machine learning approaches for the prediction of rock deformation43
Pipeline burst-related ground stability in blowout condition42
Performance of clay stabilized by cementitious materials and inclusion of zeolite/alkaline metals-based additive41
Centrifugal modeling of continuous shallow tunnels at active normal faults intersection39
Use of secondary additives in fly ash based soil stabilization for soft subgrades39
Experimental and ANN analysis of temperature effects on the permanent deformation properties of demolition wastes38
Numerical study on stability of lignosulphonate-based stabilized surficial layer of unsaturated expansive soil slope considering hydro-mechanical effect37
Evaluating and improving the construction and demolition waste technical properties to use in road construction36
Application of recycled tire polymer fibers and glass fibers for clay reinforcement36
Performance of segmental and shotcrete linings in shallow tunnels crossing a transverse strike-slip faulting36
Geotechnical characterization of plastic waste materials in pavement subgrade applications35
Review of current and future bio-based stabilisation products (enzymatic and polymeric) for road construction materials35
Influence of Kaolin content on the cyclic loading response of railway subgrade35
Mechanistic-empirical permanent deformation models: Laboratory testing, modelling and ranking34
Large-scale direct shear testing of waste crushed rock reinforced with waste rubber as pavement base/subbase materials33
Examining the relationship between two road performance indicators: Pavement condition index and international roughness index33
Developing hybrid ELM-ALO, ELM-LSO and ELM-SOA models for predicting advance rate of TBM32
Evaluation of particle shape on direct shear mechanical behavior of ballast assembly using discrete element method (DEM)31
Characterizing hydro-mechanical behaviours of compacted subgrade soils considering effects of freeze-thaw cycles31
Evaluation of the impact of fiber reinforcement on the durability of lignosulfonate stabilized clayey sand under wet-dry condition29
Evolutionary computing to determine the skin friction capacity of piles embedded in clay and evaluation of the available analytical methods29
Modelling railway ballasted track settlement in vehicle-track interaction analysis28
Stabilization of gold mining tailings with alkali-activated carbide lime and sugarcane bagasse ash28
Pullout behaviour of geosynthetics in a recycled construction and demolition material – Effects of cyclic loading28
Compaction quality evaluation of subgrade based on soil characteristics assessment using machine learning28
Mechanical and Environmental Performance of Eggshell Lime for Expansive Soils Improvement28
Estimating unconfined compressive strength of unsaturated cemented soils using alternative evolutionary approaches27
Numerical analysis for the role of soil properties to the load transfer in clay foundation due to the traffic load of the metro tunnel27
Beams on elastic foundations – A review of railway applications and solutions27
Improving engineering characteristics of expansive soils using industry waste as a sustainable application for reuse of bagasse ash27
Use of zinc coated steel CNC milling waste for road pavement subgrade26
Effect of particle size of sand and surface properties of reinforcement on sand-geosynthetics and sand–carbon fiber polymer interface shear behavior26
Experimental and numerical studies on failure behaviours of sandstones subject to freeze-thaw cycles26
Stability prediction of a natural and man-made slope using various machine learning algorithms26
Recovered plastic and demolition waste blends as railway capping materials25
Track settlement restoration of ballastless high-speed railway using polyurethane grouting: Full-scale model testing25
Long-term dynamic behavior of a sandy subgrade reinforced by Waste Tire Textile Fibers (WTTFs)25
Field investigation and numerical analysis of an inverted pavement system in Tennessee, USA25
Differential settlements affecting transition zones between bridges and road embankments on soft soils: Numerical analysis of maintenance scenarios by multi-source monitoring data assimilation25
Influences of buried depth and grain size distribution on seepage erosion in granular soils around tunnel by coupled CFD-DEM approach25
Degradation-induced evolution of particle roundness and its effect on the shear behaviour of railway ballast24
Numerical investigation into ground treatment to mitigate the permanent train-induced deformation of pile-raft-soft soil system24
Prediction of the resilient modulus of compacted subgrade soils using ensemble machine learning methods24
Evaluation of geogrid reinforcement of flexible pavement performance: A review of large-scale laboratory studies24
Fly ash-based geopolymer as A4 type soil stabiliser24
A novel integrated approach of ELM and modified equilibrium optimizer for predicting soil compression index of subgrade layer of Dedicated Freight Corridor24
Novel hybrid MFO-XGBoost model for predicting the racking ratio of the rectangular tunnels subjected to seismic loading23
Critical dynamic stress and shakedown limit criterion of coarse-grained subgrade soil23
Probabilistic slope stability analysis of Heavy-haul freight corridor using a hybrid machine learning paradigm23
Application of hybrid intelligent systems in predicting the unconfined compressive strength of clay material mixed with recycled additive23
Study on the heat and deformation characteristics of an expressway embankment with shady and sunny slopes in warm and ice-rich permafrost regions23
Durability improvement of cement stabilized pavement base using natural rubber latex23
Stabilization of expansive soil using hydrophobic polyurethane foam: A review22
Prediction of soil-water characteristic curves using basic soil properties22
Cyclic behaviour of clay stabilised with fly-ash based geopolymer incorporating ground granulated slag22
Optimum material ratio for improving the performance of cement-mixed soils22
Effect of freeze–thaw cycles on the resilient moduli and unconfined compressive strength of rubberized recycled concrete aggregate as pavement base/subbase22
Experimental investigation on train-induced vibration of the ground railway embankment and under-crossing subway tunnels22
Effect of compaction delay on the strength and consolidation properties of cement-stabilized subgrade soil22
Evaluation of flexible pavement deterioration conditions using deflection profiles under moving loads22
Evaluation of reclaimed asphalt pavement as base/subbase material in Egypt22
Dynamic performance evaluation of ballastless track in high-speed railways under subgrade differential settlement21
Bridge Pier Scour: An overview of factors affecting the phenomenon and comparative evaluation of selected models21
Experimental study on particle breakage of carbonate gravels under cyclic loadings through large-scale triaxial tests21
A novel application of thermoplastic polyurethane/waste rubber powder blend for waterproof seal layer in high-speed railway21
Improved methods to prevent railway embankment failure and subgrade degradation: A review21
COSMA-RF: New intelligent model based on chaos optimized slime mould algorithm and random forest for estimating the peak cutting force of conical picks21
Prediction of resilient modulus of ballast under cyclic loading using machine learning techniques21
Influence of tensile strength of geogrid and subgrade modulus on layer coefficients of granular bases21
Stress-strain response analysis of demolition wastes as aggregate base course of pavements21
Parameters controlling cyclic behaviour of cement-treated sand20
Interactions between alkali-activated ground granulated blastfurnace slag and organic matter in soil stabilization/solidification20
Scalar- and vector-valued vulnerability analysis of shallow circular tunnel in soft soil20
A simplified two-stage method to estimate the settlement and bending moment of upper tunnel considering the interaction of undercrossing twin tunnels20
Evolution of the disintegration breakage of red-bed soft rock using a logistic regression model20
Dynamic prediction models of rock quality designation in tunneling projects20
Experimental study on ground vibration induced by double-line subway trains and road traffic20
A hybrid methodology for predicting train-induced vibration on sensitive equipment in far-field buildings20
A new development of ANFIS-Based Henry gas solubility optimization technique for prediction of soil shear strength19
Microstructural evolution of remolded clay related to creep19
Evaluation of polyvinyl alcohol and high calcium fly ash based geopolymer for the improvement of soft Bangkok clay19
Study on the damage evolution in secondary tunnel lining under the combined actions of corrosion degradation of preliminary support and creep deformation of surrounding rock19
Performance of calcium lignosulfonate as a stabiliser of highly expansive clay19
Predicting resilient modulus of compacted subgrade soils under influences of freeze–thaw cycles and moisture using gene expression programming and artificial neural network approaches19
Morphological reconstruction method of irregular shaped ballast particles and application in numerical simulation of ballasted track18
Overview on safety management and maintenance of high-speed railway in China18
Developing bearing capacity model for geogrid-reinforced stone columns improved soft clay utilizing MARS-EBS hybrid method18
Experimental study of the influence of different hole-forming methods on the bearing characteristics of post-grouting pile in Loess Areas18
A new interpretation of three-dimensional particle geometry: M-A-V-L18
Influence of rice husk ash, lime and cement on compaction and strength properties of copper slag18
Analysis of consistent soil–structure interface response in multi–directional shear tests by discrete element modeling18
Shakedown analysis of PET blends with demolition waste as pavement base/subbase materials using experimental and neural network methods17
Simple yet quick stabilization of clay using a waste by-product17
Effect of water content on resilient modulus and damping ratio of fine/coarse soil mixtures with varying coarse grain contents17
Laboratory examination of ballast deformation and degradation under impact loads with synthetic inclusions17
SBD-K-medoids-based long-term settlement analysis of shield tunnel17
A damage-softening and dilatancy prediction model of coarse-grained materials considering freeze–thaw effects17
Experimental and intelligent modelling for predicting the amplitude of footing resting on geocell-reinforced soil bed under vibratory load17
Discrete element analysis of recycled concrete aggregate responses during repeated load triaxial testing17
Geotechnical properties of recycled construction and demolition materials for filling applications17
Three-dimensional finite element modeling of corrugated metal pipes17
Efficient mitigation of high-speed trains induced vibrations of railway embankments using expanded polystyrene blocks17
Method for slab track substructure design at a speed of 400 km/h17
Bio-improved hydraulic properties of sand treated by soybean urease induced carbonate precipitation and its application Part 1: Water retention ability17
Assessing depth of influence of intelligent compaction rollers by integrating laboratory testing and field measurements17
Compressive strength and microstructure evolution of lime-treated silty soil subjected to kneading action17
Comparative mechanical performances of cement-treated sand reinforced with fiber for road and pavement applications16
Use of steel slag as railway ballast: A review16
Numerical stability analysis of piled embankments reinforced with ground beams16
Multiple hazard fragility analysis for granular highway embankments: Moisture ingress and scour16
Assessment of load distribution mechanism in geocell reinforced foundation beds using Digital Imaging Correlation Techniques16
Predicting clay compressibility using a novel Manta ray foraging optimization-based extreme learning machine model16
Centrifuge and numerical modeling of moving traffic surface loads on pipelines buried in cohesionless soil16
Physical modeling of train-induced mud pumping in substructure beneath ballastless slab track16
Laboratory testing of invert-cut corrugated metal pipes renewed with polymeric spray applied pipe lining16
Investigation on the sulfate attack-induced heave of a ballastless track railway subgrade16
Full-scale laboratory testing of a geosynthetically reinforced soil railway structure16
New analytical solutions for shallow cohesive soils overlying trench voids under various slip surfaces16
Dynamic responses of the pavement-unsaturated poroelastic ground system to a moving traffic load16
An assessment of contact and laser-based scanning of rock particles for railway ballast15
Determining the resilient modulus of sandy subgrade using cyclic light weight deflectometer test15
Large-scale testing facility for heavy haul track15
Field performance monitoring of waste tire-based permeable pavements15
Investigating the thermal behaviour of geothermal pavements using Thermal Response Test (TRT)15
Evaluation and comparison of in-situ soil water characteristics curve with laboratory SWCC curve15
Estimation of the shear strength of coarse-grained soils with fine particles15
Cyclic stress-strain characteristics of calcareous sand improved by polyurethane foam adhesive15
Effect of localized water pressure on mountain tunnels crossing fracture zone15
Prediction of shield machine posture using the GRU algorithm with adaptive boosting: A case study of Chengdu Subway project15
Dynamic parameters of subgrade soils prone to mud pumping considering the influence of kaolin content and the cyclic stress ratio15
Progressive failure mechanism in granular materials subjected to an alternant active and passive trapdoor15
Comparative assessment of expansive soil stabilization by commercially available polymers15
Evaluation on the stability of expressway embankment combined with L-shaped thermosyphons and insulation boards in warm and ice-rich permafrost regions15
Investigation of the parallel gradation method based on the response of track-bed materials under cyclic loadings15
Empirical correlations of soil parameters based on piezocone penetration tests (CPTU) for Hong Kong-Zhuhai-Macau Bridge (HZMB) project15
The influence of cyclic loading on the response of soft subgrade soil in relation to heavy haul railways15
Effect of foam conditioning on performance of EPB shield tunnelling through laboratory excavation test15
Environmental performance of alkali-activated binders for ground improvement14
Coupling effects of particle shape and cyclic shear history on shear properties of coarse-grained soil–geogrid interface14
The role of rice husk ash, cement and polypropylene fibers on the mechanical behavior of a soil from Guabirotuba formation14
Mechanical properties and influencing factors of vertical-vibration compacted unbound graded aggregate materials14
The influence of sleeper material characteristics on railway track behaviour: concrete vs composite sleeper14
Development of elasto-plastic constitutive model for unbound granular materials under repeated loads14
Nonlinear dynamic analysis of Qom Monorail Bridge considering Soil-Pile-Bridge-Train Interaction14
Organosilane and lignosulfonate as innovative stabilization techniques for crushed rocks used in road unbound layers14
Resilient and permanent deformation behaviors of construction and demolition wastes in unbound pavement base and subbase applications14
Dynamic response characteristics and failure mode of a bias loess tunnel using a shaking table model test14
Effect of nail spacing on the global stability of soil nailed walls using limit equilibrium and finite element methods14
Lateral facing deflections of geosynthetic-reinforced retaining walls under footing loading13
Analysis of the behavior of the two-component grout around a tunnel segmental lining on the basis of experimental results and analytical approaches13
In-situ and numerical investigation on the dynamic response of unbounded granular material in permeable pavement13
Improvement of the critical speed in high-speed ballasted railway tracks with stone columns: A numerical study on critical length13
Prediction method of creep settlement considering abrupt factors13
Deformation behaviour and influence mechanism of thaw consolidation of embankments on the Qinghai-Tibet Railway in permafrost regions13
Influencing factors of scale effects in large-scale direct shear tests of soil-rock mixtures based on particle breakage13
General relationships controlling loss of mass, stiffness and strength of sustainable binders amended sand13
The effect of rolling stock characteristics on differential railway track settlement: An engineering-economic model13
Statistical analysis and comparative study of multi-scale 2D and 3D shape features for unbound granular geomaterials13
Finite element limit analysis of bearing capacity of footing on back-to-back reinforced soil retaining walls13
Monitoring Particle Movement under Compaction using SmartRock Sensor: A Case Study of Granular Base Layer Compaction13
3D response surface modeling based in-situ assessment of physico-mechanical characteristics of alluvial soils using dynamic cone penetrometer13
Predicting earth pressure balance (EPB) shield tunneling-induced ground settlement in compound strata using random forest13
Centrifuge testing and numerical modeling of single pile and long-pile groups adjacent to surcharge loads in silt soil13
Numerical study of the deformation performance and failure mechanisms of TDM pile-supported embankments13
Experimental study on cyclic settlement of piles in silt soil and its application in high-speed railway design12
Geotechnical slope stability and rockfall debris related safety assessments of rock cuts adjacent to a rail track using aerial photogrammetry data analysis12
A comparative life cycle assessment of innovative highway slope repair techniques12
Machine learning methods to map stabilizer effectiveness based on common soil properties12
Experimental study of stress anisotropy and noncoaxiality of dense sand subjected to monotonic and cyclic loading12
Performance of back-to-back MSE walls reinforced with steel strips under seismic conditions12
Effect of compaction water content and stress ratio on permanent deformation of a subgrade lateritic soil12
Tunneling-induced settlement prediction using the hybrid feature selection method for feature optimization12
Reliability analysis and risk assessment of deep excavations using random-set finite element method and event tree technique12
Performance of a winged PVD (WPVD) for vacuum consolidation of soft clayey deposits12
Dynamic behavior of natural sand soils and fiber reinforced soils in heavy-haul railway embankment under multistage cyclic loading12
Ballastless railway track transition zones: An embankment to tunnel analysis12
Analysis of cyclic deformation and post-cyclic strength of reinforced railway tracks on soft subgrade12
Evaluating the crushing characteristics of recycled construction and demolition waste for use in road bases12
Railway subgrade performance after repeated flooding – Large-scale laboratory testing12
Semi-analytical solutions to the consolidation of unsaturated composite ground enforced by stone columns under equal strain condition considering smear effect12
Experimental study of the comprehensive technology of grouting and suspension under an operating railway in the cobble stratum12
Behavior characteristics of geosynthetic-encased stone column under cyclic loading11
Bagging and Multilayer Perceptron Hybrid Intelligence Models Predicting the Swelling Potential of Soil11
Pressure evaluation of bridge abutment backfill made of waste tyre bales and shreds: Experimental and numerical study11
Model test on the behavior of tunnel linings under earth pressure conditions and external water pressure11
Geomechanical characterization of volcanic aggregates for paving construction applications and correlation with the rock properties11
Resilient moduli of demolition wastes in geothermal pavements: Experimental testing and ANFIS modelling11
Dynamic characteristics and microstructural study of nano calcium carbonate modified cemented soil under different salt water solutions11
Performance of X-section cast-in-place concrete piles for highway constructions over soft clays11
Sand-sand and sand-steel interface grain-scale behavior under shearing11
Time-Dependent Behavior of Embankment Resting on Soft clay Reinforced with Encased Stone Columns11
Evaluation of the effect of surcharge on the behavior of geosynthetic-reinforced soil walls11
Experimental and analytical investigation of the shear resistance of a rock joint held by a fully-grouted bolt and subject to large deformations11
Study on the behavior of squared and sub-rectangular tunnels using the Hyperstatic Reaction Method11
Response and mechanism of a tunnel subjected to combined fault rupture deformation and subsequent seismic excitation11
Effectiveness of sand compaction piles in improving loose cohesionless soil11
Seismic stability analysis of slopes with cracks in unsaturated soils using pseudo-dynamic approach11
Durability evaluation of reclaimed asphalt pavement, ground glass and carbide lime blends based on unconfined compression tests11
Application of hybrid ANN paradigms built with nature inspired meta-heuristics for modelling soil compaction parameters10
The reinforcement analysis of soft ground treated by thermal consolidation vacuum preloading10
Assessment of geomaterial compaction using the pressure-wave fundamental frequency10
Stability of the loess tunnel foundation reinforced by jet grouting piles and the influence of reinforcement parameters10
A gradation-dependent particle shape factor for characterizing small-strain shear modulus of sand-gravel mixtures10
Pullout resistance mechanism of bearing reinforcement embedded in coarse-grained soils: Laboratory and field investigations10
In-situ investigation on mud pumping in ballastless high-speed railway and development of remediation method10
Effect of grain size on undrained anisotropic behaviour of sand–fibre composite10
Time-dependent field performance of PHC pile-cap-beam-supported embankment over soft marine clay10
Mapping soil arching-induced shear and volumetric strains in dense sands10
Three-dimensional investigation of how newly constructed buildings supported on raft foundations affect pre-existing tunnels10
Discrete element modeling of cemented recycled concrete aggregates under unconfined and k0 loading conditions10
Mechanical Properties of Clayey Soil Reinforced with PET Considering the Influence of Lime-Stabilization10
Effects of microencapsulated phase change material characteristics on the thermal performance and mechanical behaviour of silty clay10
DEM modeling and experimental analysis of the breakage behavior of recycled crushed brick particles10
Mechanical behavior and constitutive relation of the interface between warm frozen silt and cemented soil10
Review on dynamic modulus of coarse-grained soil filling for high-speed railway subgrade10
A fatigue model for track-bed materials with consideration of the effect of coarse grain content10
Study on the excavation disturbed zone during tunneling in sandy cobble stratum considering the material meso-structure10
Performance-based economic analysis to find the sustainable aggregate option for a granular roadway10
Estimation of 3D Sphericity by Volume Measurement – Application to Coarse Aggregates10
Prediction of resilient modulus with consistency index for fine-grained soils10
Research on the swelling mechanism of high-speed railway subgrade and the induced railway heave of ballastless tracks10
Effect of laboratory compaction mode, density and suction on the tensile strength of a lime-treated silty soil10
Numerical evaluation of approach slab influence on transition zone behavior in high-speed railway track10
Stress distribution in reinforced railway structures10
Triaxial testing of new and degraded ballast under dry and wet conditions9
1-g Shaking table tests to determine the behavior of geosynthetic reinforced soil walls under seismic loads9
Permeation grouting of silt-sand mixtures9
Coupling effects of surface building and earthquake loading on in-service shield tunnels9
Critical support pressure of shield tunnel face in soft-hard mixed strata9
Intelligent modelling and design of soft soil improved with floating column-like elements as a road subgrade9
Elasto-plastic ground settlement response and stability of single and twin circular unsupported and supported tunnels9
Insight into the fracturing of silty mudstone in cyclic hydrothermal environments based on computed tomography9
Optimization of lime and fiber content for improvement of clays with different plasticity using response surface method (RSM)9
Experimental investigation of the behavior of soil reinforced with waste plastic bottles under cyclic loads9
Evaluation of open and filled (TDA and RSM) trenches efficacy on vibration screening caused by transient loads9
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