Transportation Geotechnics

Papers
(The median citation count of Transportation Geotechnics is 5. 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 2020-07-01 to 2024-07-01.)
ArticleCitations
Review on biopolymer-based soil treatment (BPST) technology in geotechnical engineering practices177
Predicting the compaction characteristics of expansive soils using two genetic programming-based algorithms105
Soft computing based closed form equations correlating L and N-type Schmidt hammer rebound numbers of rocks80
A novel approach for classification of soils based on laboratory tests using Adaboost, Tree and ANN modeling77
Using artificial neural network and genetics algorithm to estimate the resilient modulus for stabilized subgrade and propose new empirical formula77
Tensile strength prediction of rock material using non-destructive tests: A comparative intelligent study76
Introducing stacking machine learning approaches for the prediction of rock deformation69
Strength and durability assessment of expansive soil stabilized with recycled ash and natural fibers69
Artificial intelligence forecasting models of uniaxial compressive strength67
Shear strength and life cycle assessment of volcanic ash-based geopolymer and cement stabilized soil: A comparative study67
An efficient optimal neural network based on gravitational search algorithm in predicting the deformation of geogrid-reinforced soil structures60
Use of secondary additives in fly ash based soil stabilization for soft subgrades52
Numerical study on stability of lignosulphonate-based stabilized surficial layer of unsaturated expansive soil slope considering hydro-mechanical effect48
Compaction quality evaluation of subgrade based on soil characteristics assessment using machine learning46
Developing hybrid ELM-ALO, ELM-LSO and ELM-SOA models for predicting advance rate of TBM45
Geotechnical characterization of plastic waste materials in pavement subgrade applications44
Pipeline burst-related ground stability in blowout condition43
Application of recycled tire polymer fibers and glass fibers for clay reinforcement42
Review of current and future bio-based stabilisation products (enzymatic and polymeric) for road construction materials41
Experimental and ANN analysis of temperature effects on the permanent deformation properties of demolition wastes40
Large-scale direct shear testing of waste crushed rock reinforced with waste rubber as pavement base/subbase materials38
Prediction of the resilient modulus of compacted subgrade soils using ensemble machine learning methods37
Improving engineering characteristics of expansive soils using industry waste as a sustainable application for reuse of bagasse ash35
Examining the relationship between two road performance indicators: Pavement condition index and international roughness index35
Experimental and numerical studies on failure behaviours of sandstones subject to freeze-thaw cycles35
Improved methods to prevent railway embankment failure and subgrade degradation: A review35
Estimating unconfined compressive strength of unsaturated cemented soils using alternative evolutionary approaches34
Stabilization of gold mining tailings with alkali-activated carbide lime and sugarcane bagasse ash34
Stability prediction of a natural and man-made slope using various machine learning algorithms34
Characterizing hydro-mechanical behaviours of compacted subgrade soils considering effects of freeze-thaw cycles34
Beams on elastic foundations – A review of railway applications and solutions33
Effect of compaction delay on the strength and consolidation properties of cement-stabilized subgrade soil33
Effect of freeze–thaw cycles on the resilient moduli and unconfined compressive strength of rubberized recycled concrete aggregate as pavement base/subbase33
Modelling railway ballasted track settlement in vehicle-track interaction analysis32
Probabilistic slope stability analysis of Heavy-haul freight corridor using a hybrid machine learning paradigm32
Field investigation and numerical analysis of an inverted pavement system in Tennessee, USA32
Evolutionary computing to determine the skin friction capacity of piles embedded in clay and evaluation of the available analytical methods32
Evaluation of geogrid reinforcement of flexible pavement performance: A review of large-scale laboratory studies32
COSMA-RF: New intelligent model based on chaos optimized slime mould algorithm and random forest for estimating the peak cutting force of conical picks31
Mechanical and Environmental Performance of Eggshell Lime for Expansive Soils Improvement31
Influences of buried depth and grain size distribution on seepage erosion in granular soils around tunnel by coupled CFD-DEM approach30
A hybrid methodology for predicting train-induced vibration on sensitive equipment in far-field buildings29
Track settlement restoration of ballastless high-speed railway using polyurethane grouting: Full-scale model testing29
Fly ash-based geopolymer as A4 type soil stabiliser29
Effect of particle size of sand and surface properties of reinforcement on sand-geosynthetics and sand–carbon fiber polymer interface shear behavior29
Prediction of resilient modulus of ballast under cyclic loading using machine learning techniques29
Experimental investigation on train-induced vibration of the ground railway embankment and under-crossing subway tunnels28
Developing bearing capacity model for geogrid-reinforced stone columns improved soft clay utilizing MARS-EBS hybrid method28
Prediction of shield machine posture using the GRU algorithm with adaptive boosting: A case study of Chengdu Subway project28
Study on the heat and deformation characteristics of an expressway embankment with shady and sunny slopes in warm and ice-rich permafrost regions27
A novel integrated approach of ELM and modified equilibrium optimizer for predicting soil compression index of subgrade layer of Dedicated Freight Corridor27
Degradation-induced evolution of particle roundness and its effect on the shear behaviour of railway ballast27
Long-term dynamic behavior of a sandy subgrade reinforced by Waste Tire Textile Fibers (WTTFs)27
Durability improvement of cement stabilized pavement base using natural rubber latex27
SBD-K-medoids-based long-term settlement analysis of shield tunnel26
Novel hybrid MFO-XGBoost model for predicting the racking ratio of the rectangular tunnels subjected to seismic loading26
Differential settlements affecting transition zones between bridges and road embankments on soft soils: Numerical analysis of maintenance scenarios by multi-source monitoring data assimilation26
Numerical investigation into ground treatment to mitigate the permanent train-induced deformation of pile-raft-soft soil system26
A new development of ANFIS-Based Henry gas solubility optimization technique for prediction of soil shear strength26
Three-dimensional finite element modeling of corrugated metal pipes25
Application of hybrid intelligent systems in predicting the unconfined compressive strength of clay material mixed with recycled additive25
Influence of tensile strength of geogrid and subgrade modulus on layer coefficients of granular bases25
Stabilization of expansive soil using hydrophobic polyurethane foam: A review25
Evaluation of polyvinyl alcohol and high calcium fly ash based geopolymer for the improvement of soft Bangkok clay25
Bridge Pier Scour: An overview of factors affecting the phenomenon and comparative evaluation of selected models25
The influence of pipe-jacking tunneling on deformation of existing tunnels in soft soils and the effectiveness of protection measures25
Interactions between alkali-activated ground granulated blastfurnace slag and organic matter in soil stabilization/solidification25
Performance of calcium lignosulfonate as a stabiliser of highly expansive clay25
Cyclic behaviour of clay stabilised with fly-ash based geopolymer incorporating ground granulated slag25
Scalar- and vector-valued vulnerability analysis of shallow circular tunnel in soft soil24
Experimental study on particle breakage of carbonate gravels under cyclic loadings through large-scale triaxial tests24
Predicting resilient modulus of compacted subgrade soils under influences of freeze–thaw cycles and moisture using gene expression programming and artificial neural network approaches24
Optimum material ratio for improving the performance of cement-mixed soils24
Evaluation of reclaimed asphalt pavement as base/subbase material in Egypt24
Bio-improved hydraulic properties of sand treated by soybean urease induced carbonate precipitation and its application Part 1: Water retention ability24
Experimental study on ground vibration induced by double-line subway trains and road traffic24
Evolution of the disintegration breakage of red-bed soft rock using a logistic regression model24
Overview on safety management and maintenance of high-speed railway in China24
A simplified two-stage method to estimate the settlement and bending moment of upper tunnel considering the interaction of undercrossing twin tunnels24
Use of steel slag as railway ballast: A review24
Dynamic performance evaluation of ballastless track in high-speed railways under subgrade differential settlement23
Study on the damage evolution in secondary tunnel lining under the combined actions of corrosion degradation of preliminary support and creep deformation of surrounding rock23
Evaluation of flexible pavement deterioration conditions using deflection profiles under moving loads23
Experimental study of the influence of different hole-forming methods on the bearing characteristics of post-grouting pile in Loess Areas23
Parameters controlling cyclic behaviour of cement-treated sand23
Microstructural evolution of remolded clay related to creep22
A novel application of thermoplastic polyurethane/waste rubber powder blend for waterproof seal layer in high-speed railway22
Laboratory examination of ballast deformation and degradation under impact loads with synthetic inclusions22
Stress-strain response analysis of demolition wastes as aggregate base course of pavements22
Cyclic stress-strain characteristics of calcareous sand improved by polyurethane foam adhesive21
Influence of rice husk ash, lime and cement on compaction and strength properties of copper slag21
Evaluation on the stability of expressway embankment combined with L-shaped thermosyphons and insulation boards in warm and ice-rich permafrost regions21
Simple yet quick stabilization of clay using a waste by-product21
Comparative assessment of expansive soil stabilization by commercially available polymers21
Large-scale testing facility for heavy haul track21
Assessment of load distribution mechanism in geocell reinforced foundation beds using Digital Imaging Correlation Techniques21
Compressive strength and microstructure evolution of lime-treated silty soil subjected to kneading action20
Full-scale laboratory testing of a geosynthetically reinforced soil railway structure20
Dynamic responses of the pavement-unsaturated poroelastic ground system to a moving traffic load20
Analysis of consistent soil–structure interface response in multi–directional shear tests by discrete element modeling20
Predicting clay compressibility using a novel Manta ray foraging optimization-based extreme learning machine model20
Method for slab track substructure design at a speed of 400 km/h20
Experimental and intelligent modelling for predicting the amplitude of footing resting on geocell-reinforced soil bed under vibratory load20
Dynamic parameters of subgrade soils prone to mud pumping considering the influence of kaolin content and the cyclic stress ratio20
Environmental performance of alkali-activated binders for ground improvement20
Dynamic prediction models of rock quality designation in tunneling projects20
Geotechnical properties of recycled construction and demolition materials for filling applications20
Morphological reconstruction method of irregular shaped ballast particles and application in numerical simulation of ballasted track19
Predicting earth pressure balance (EPB) shield tunneling-induced ground settlement in compound strata using random forest19
The role of rice husk ash, cement and polypropylene fibers on the mechanical behavior of a soil from Guabirotuba formation19
Effect of foam conditioning on performance of EPB shield tunnelling through laboratory excavation test19
New analytical solutions for shallow cohesive soils overlying trench voids under various slip surfaces19
Improvement of the critical speed in high-speed ballasted railway tracks with stone columns: A numerical study on critical length19
Effect of water content on resilient modulus and damping ratio of fine/coarse soil mixtures with varying coarse grain contents19
Influencing factors of scale effects in large-scale direct shear tests of soil-rock mixtures based on particle breakage19
Multiple hazard fragility analysis for granular highway embankments: Moisture ingress and scour19
Assessing depth of influence of intelligent compaction rollers by integrating laboratory testing and field measurements19
Machine learning models to predict the tunnel wall convergence19
Permeation grouting of silt-sand mixtures18
Comparative mechanical performances of cement-treated sand reinforced with fiber for road and pavement applications18
Coupling effects of particle shape and cyclic shear history on shear properties of coarse-grained soil–geogrid interface18
Triaxial testing of new and degraded ballast under dry and wet conditions18
Estimation of the shear strength of coarse-grained soils with fine particles18
Effect of localized water pressure on mountain tunnels crossing fracture zone18
Dynamic response characteristics and failure mode of a bias loess tunnel using a shaking table model test18
Progressive failure mechanism in granular materials subjected to an alternant active and passive trapdoor18
Determining the resilient modulus of sandy subgrade using cyclic light weight deflectometer test18
Shakedown analysis of PET blends with demolition waste as pavement base/subbase materials using experimental and neural network methods18
Resilient and permanent deformation behaviors of construction and demolition wastes in unbound pavement base and subbase applications17
Tunneling-induced settlement prediction using the hybrid feature selection method for feature optimization17
Investigation of the parallel gradation method based on the response of track-bed materials under cyclic loadings17
Effect of compaction water content and stress ratio on permanent deformation of a subgrade lateritic soil17
Empirical correlations of soil parameters based on piezocone penetration tests (CPTU) for Hong Kong-Zhuhai-Macau Bridge (HZMB) project17
Monitoring Particle Movement under Compaction using SmartRock Sensor: A Case Study of Granular Base Layer Compaction17
Performance of back-to-back MSE walls reinforced with steel strips under seismic conditions17
Finite element limit analysis of bearing capacity of footing on back-to-back reinforced soil retaining walls16
Deformation behaviour and influence mechanism of thaw consolidation of embankments on the Qinghai-Tibet Railway in permafrost regions16
Field performance monitoring of waste tire-based permeable pavements16
Experimental investigation of the behavior of soil reinforced with waste plastic bottles under cyclic loads16
Investigating the thermal behaviour of geothermal pavements using Thermal Response Test (TRT)16
Numerical stability analysis of piled embankments reinforced with ground beams16
Laboratory testing of invert-cut corrugated metal pipes renewed with polymeric spray applied pipe lining16
Geotechnical slope stability and rockfall debris related safety assessments of rock cuts adjacent to a rail track using aerial photogrammetry data analysis16
Mechanical properties and influencing factors of vertical-vibration compacted unbound graded aggregate materials16
Behavior characteristics of geosynthetic-encased stone column under cyclic loading16
Lateral facing deflections of geosynthetic-reinforced retaining walls under footing loading16
Ground vibration induced by high speed trains on an embankment with pile-board foundation: Modelling and validation with in situ tests16
Application of hybrid ANN paradigms built with nature inspired meta-heuristics for modelling soil compaction parameters16
The influence of cyclic loading on the response of soft subgrade soil in relation to heavy haul railways16
Centrifuge testing and numerical modeling of single pile and long-pile groups adjacent to surcharge loads in silt soil15
3D response surface modeling based in-situ assessment of physico-mechanical characteristics of alluvial soils using dynamic cone penetrometer15
Semi-analytical solutions to the consolidation of unsaturated composite ground enforced by stone columns under equal strain condition considering smear effect15
Effect of nail spacing on the global stability of soil nailed walls using limit equilibrium and finite element methods15
Performance of a winged PVD (WPVD) for vacuum consolidation of soft clayey deposits15
Railway ballast performance: Recent advances in the understanding of geometry, distribution and degradation15
Geomechanical characterization of volcanic aggregates for paving construction applications and correlation with the rock properties15
Mechanical Properties of Clayey Soil Reinforced with PET Considering the Influence of Lime-Stabilization15
Stability of the loess tunnel foundation reinforced by jet grouting piles and the influence of reinforcement parameters15
Dynamic behavior of natural sand soils and fiber reinforced soils in heavy-haul railway embankment under multistage cyclic loading14
Analysis of cyclic deformation and post-cyclic strength of reinforced railway tracks on soft subgrade14
Experimental study on cyclic settlement of piles in silt soil and its application in high-speed railway design14
Mapping soil arching-induced shear and volumetric strains in dense sands14
The effect of rolling stock characteristics on differential railway track settlement: An engineering-economic model14
Machine learning methods to map stabilizer effectiveness based on common soil properties14
Research on the swelling mechanism of high-speed railway subgrade and the induced railway heave of ballastless tracks14
Bagging and Multilayer Perceptron Hybrid Intelligence Models Predicting the Swelling Potential of Soil14
Sand-sand and sand-steel interface grain-scale behavior under shearing14
General relationships controlling loss of mass, stiffness and strength of sustainable binders amended sand14
Evaluating the crushing characteristics of recycled construction and demolition waste for use in road bases14
The reinforcement analysis of soft ground treated by thermal consolidation vacuum preloading14
Seismic stability analysis of slopes with cracks in unsaturated soils using pseudo-dynamic approach14
Dynamic characteristics and microstructural study of nano calcium carbonate modified cemented soil under different salt water solutions14
Experimental study of the comprehensive technology of grouting and suspension under an operating railway in the cobble stratum14
Effectiveness of sand compaction piles in improving loose cohesionless soil14
Evaluation of unbound/subgrade material rutting and resilient behaviour based on initial density and saturation degree14
Optimization of lime and fiber content for improvement of clays with different plasticity using response surface method (RSM)14
Intelligent modelling and design of soft soil improved with floating column-like elements as a road subgrade14
Numerical study of the deformation performance and failure mechanisms of TDM pile-supported embankments14
DEM modeling and experimental analysis of the breakage behavior of recycled crushed brick particles13
In-situ and numerical investigation on the dynamic response of unbounded granular material in permeable pavement13
Ballastless railway track transition zones: An embankment to tunnel analysis13
Reliability analysis and risk assessment of deep excavations using random-set finite element method and event tree technique13
Nonlinear stiffness and damping characteristics of gravelly crushed rock: Developing generic curves and attempting multi-scale insights13
Response and mechanism of a tunnel subjected to combined fault rupture deformation and subsequent seismic excitation13
Prediction of lining upward movement during shield tunneling using machine learning algorithms and field monitoring data13
Mechanical characteristics of ballasted track under different tamping depths in railway maintenance13
Improved fatigue properties of cement-stabilized recycled materials – Lateritic soil using natural rubber latex for sustainable pavement applications13
Pressure evaluation of bridge abutment backfill made of waste tyre bales and shreds: Experimental and numerical study13
Effect of particle size on small strain stiffness of biotreated sands13
Analysis of the behavior of the two-component grout around a tunnel segmental lining on the basis of experimental results and analytical approaches13
Time-Dependent Behavior of Embankment Resting on Soft clay Reinforced with Encased Stone Columns13
Statistical analysis and comparative study of multi-scale 2D and 3D shape features for unbound granular geomaterials13
Interference influence on behavior of shallow footings constructed on soils, past studies to future forecast: A state-of-the-art review12
Degradation of railway ballast under impact loading considering the morphological properties of aggregate12
The effect of overconsolidation on monotonic and cyclic behaviours of frozen subgrade soil12
Mechanical response of full-scale geosynthetic-reinforced asphalt overlays subjected to repeated loads12
Insight into the fracturing of silty mudstone in cyclic hydrothermal environments based on computed tomography12
Experimental insights into the stiffness degradation of subgrade soils prone to mud pumping12
Frequency Spectra Analysis of Vertical Stress in Ballasted Track Foundations: Influence of Train Configuration and Subgrade Depth12
Numerical evaluation of approach slab influence on transition zone behavior in high-speed railway track12
Applicability and comparison of four nature-inspired hybrid techniques in predicting driven piles’ friction capacity12
Experimental investigation of mechanical behavior of geosynthetics in different soil plasticity indexes12
Study on the excavation disturbed zone during tunneling in sandy cobble stratum considering the material meso-structure12
Thermal characteristics investigation of a high-speed railway tunnel by field monitoring in Northeast of China12
Soil liquefaction-induced uplift of buried pipes in sand-granulated-rubber mixture: Numerical modeling12
A gradation-dependent particle shape factor for characterizing small-strain shear modulus of sand-gravel mixtures12
Undrained basal stability of braced circular excavations in anisotropic and non-homogeneous clays12
Mechanical behavior and constitutive relation of the interface between warm frozen silt and cemented soil12
Review on dynamic modulus of coarse-grained soil filling for high-speed railway subgrade12
Stress distribution in reinforced railway structures12
1-g Shaking table tests to determine the behavior of geosynthetic reinforced soil walls under seismic loads12
Evaluation of open and filled (TDA and RSM) trenches efficacy on vibration screening caused by transient loads12
Strength and stiffness optimisation of fly ash-admixed DCM columns constructed in clayey silty sand12
Prediction of resilient modulus with consistency index for fine-grained soils12
A self-adaption horizontal thermosyphon technology in uneven thermal control of roadway embankments in sub-arctic permafrost regions12
Experimental and analytical investigation of the shear resistance of a rock joint held by a fully-grouted bolt and subject to large deformations11
Data-driven characterization of the correlation between uniaxial compressive strength and Youngs’ modulus of rock without regression models11
Model test on the behavior of tunnel linings under earth pressure conditions and external water pressure11
Long-term cyclic behavior of soft clay under different variable confining pressures and partially drained conditions11
Three-dimensional modelling of slab-track systems based on dynamic experimental tests11
Fabrication of superhydrophobic soil stabilizers derived from solid wastes applied for road construction: A review11
State-of-the-art review on the application of microfluidics in biogeotechnology11
An efficient prediction model for vibrations induced by underground railway traffic and experimental validation11
Effects of microencapsulated phase change material characteristics on the thermal performance and mechanical behaviour of silty clay11
Field evaluation of the three-dimensional dynamic stress state of the subgrade induced by the heavy-haul train load11
Predicting tunnel water inflow using a machine learning-based solution to improve tunnel construction safety11
Durability evaluation of reclaimed asphalt pavement, ground glass and carbide lime blends based on unconfined compression tests11
Environmental impact assessment of high-speed railway tunnel construction: A case study for five different rock mass rating classes11
Coupling effects of surface building and earthquake loading on in-service shield tunnels11
Effects of curing environment and period on performance of lime-GGBS-treated gypseous soil11
Stress-deformation analysis of rail substructure under moving wheel load11
Effects evaluation of grass age on hydraulic properties of coarse-grained soil11
Critical support pressure of shield tunnel face in soft-hard mixed strata11
Critical shear strain and sliding potential of rock joint under cyclic loading11
Evaluation of the effect of surcharge on the behavior of geosynthetic-reinforced soil walls11
Resilient moduli of demolition wastes in geothermal pavements: Experimental testing and ANFIS modelling11
Elasto-plastic ground settlement response and stability of single and twin circular unsupported and supported tunnels10
Model test and numerical simulation on the invert heave behaviour of high-speed railway tunnels with rainstorm10
Effect of spatial variability of soil properties and geostatistical conditional simulation on reliability characteristics and critical slip surfaces of soil slopes10
Experimental investigation on dynamic characteristics of fiber-binder modified subgrade filler after freezing-thawing under cyclic loading10
Analysis of the protective effect of setting isolation piles outside the foundation pit on the underpass tunnel side10
Synthesis of a biopolymer via a novel strain of Pantoea as a soil stabilizer10
Time-dependent field performance of PHC pile-cap-beam-supported embankment over soft marine clay10
Advanced full-scale laboratory dynamic load testing of a ballasted high-speed railway track10
Laboratory characterization of fine-grained soils for Pavement ME Design implementation in Idaho10
Discrete element modeling of cemented recycled concrete aggregates under unconfined and k0 loading conditions10
Estimation of resilient behavior of crushed waste rocks using repeated load CBR tests10
Performance-based economic analysis to find the sustainable aggregate option for a granular roadway10
Deterministic and probabilistic prediction of maximum wall facing displacement of geosynthetic-reinforced soil segmental walls using multivariate adaptive regression splines10
The evaluation of chemical admixtures on the performance of cement stabilized materials in cold weather10
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