Transportation Geotechnics

Papers
(The TQCC of Transportation Geotechnics is 10. 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 2020-11-01 to 2024-11-01.)
ArticleCitations
Predicting the compaction characteristics of expansive soils using two genetic programming-based algorithms114
Soft computing based closed form equations correlating L and N-type Schmidt hammer rebound numbers of rocks82
A novel approach for classification of soils based on laboratory tests using Adaboost, Tree and ANN modeling81
Tensile strength prediction of rock material using non-destructive tests: A comparative intelligent study79
Introducing stacking machine learning approaches for the prediction of rock deformation75
Strength and durability assessment of expansive soil stabilized with recycled ash and natural fibers75
Artificial intelligence forecasting models of uniaxial compressive strength69
Shear strength and life cycle assessment of volcanic ash-based geopolymer and cement stabilized soil: A comparative study69
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 subgrades55
Numerical study on stability of lignosulphonate-based stabilized surficial layer of unsaturated expansive soil slope considering hydro-mechanical effect51
Compaction quality evaluation of subgrade based on soil characteristics assessment using machine learning50
Developing hybrid ELM-ALO, ELM-LSO and ELM-SOA models for predicting advance rate of TBM49
Geotechnical characterization of plastic waste materials in pavement subgrade applications48
Application of recycled tire polymer fibers and glass fibers for clay reinforcement46
Prediction of the resilient modulus of compacted subgrade soils using ensemble machine learning methods46
Review of current and future bio-based stabilisation products (enzymatic and polymeric) for road construction materials45
Pipeline burst-related ground stability in blowout condition44
The influence of pipe-jacking tunneling on deformation of existing tunnels in soft soils and the effectiveness of protection measures43
Improved methods to prevent railway embankment failure and subgrade degradation: A review43
Large-scale direct shear testing of waste crushed rock reinforced with waste rubber as pavement base/subbase materials41
Estimating unconfined compressive strength of unsaturated cemented soils using alternative evolutionary approaches38
Improving engineering characteristics of expansive soils using industry waste as a sustainable application for reuse of bagasse ash38
Experimental and numerical studies on failure behaviours of sandstones subject to freeze-thaw cycles38
Stability prediction of a natural and man-made slope using various machine learning algorithms37
Examining the relationship between two road performance indicators: Pavement condition index and international roughness index37
Evaluation of geogrid reinforcement of flexible pavement performance: A review of large-scale laboratory studies36
Probabilistic slope stability analysis of Heavy-haul freight corridor using a hybrid machine learning paradigm36
Effect of compaction delay on the strength and consolidation properties of cement-stabilized subgrade soil36
Mechanical and Environmental Performance of Eggshell Lime for Expansive Soils Improvement35
Stabilization of gold mining tailings with alkali-activated carbide lime and sugarcane bagasse ash35
Beams on elastic foundations – A review of railway applications and solutions35
COSMA-RF: New intelligent model based on chaos optimized slime mould algorithm and random forest for estimating the peak cutting force of conical picks35
Modelling railway ballasted track settlement in vehicle-track interaction analysis34
Prediction of resilient modulus of ballast under cyclic loading using machine learning techniques34
A hybrid methodology for predicting train-induced vibration on sensitive equipment in far-field buildings34
Effect of freeze–thaw cycles on the resilient moduli and unconfined compressive strength of rubberized recycled concrete aggregate as pavement base/subbase34
Developing bearing capacity model for geogrid-reinforced stone columns improved soft clay utilizing MARS-EBS hybrid method34
Field investigation and numerical analysis of an inverted pavement system in Tennessee, USA33
Experimental investigation on train-induced vibration of the ground railway embankment and under-crossing subway tunnels32
Predicting resilient modulus of compacted subgrade soils under influences of freeze–thaw cycles and moisture using gene expression programming and artificial neural network approaches32
Influences of buried depth and grain size distribution on seepage erosion in granular soils around tunnel by coupled CFD-DEM approach32
Fly ash-based geopolymer as A4 type soil stabiliser30
Durability improvement of cement stabilized pavement base using natural rubber latex30
Evaluation of polyvinyl alcohol and high calcium fly ash based geopolymer for the improvement of soft Bangkok clay29
Track settlement restoration of ballastless high-speed railway using polyurethane grouting: Full-scale model testing29
Prediction of shield machine posture using the GRU algorithm with adaptive boosting: A case study of Chengdu Subway project29
Study on the damage evolution in secondary tunnel lining under the combined actions of corrosion degradation of preliminary support and creep deformation of surrounding rock28
Overview on safety management and maintenance of high-speed railway in China28
SBD-K-medoids-based long-term settlement analysis of shield tunnel28
Experimental study on ground vibration induced by double-line subway trains and road traffic28
A new development of ANFIS-Based Henry gas solubility optimization technique for prediction of soil shear strength27
Experimental study on particle breakage of carbonate gravels under cyclic loadings through large-scale triaxial tests27
Cyclic behaviour of clay stabilised with fly-ash based geopolymer incorporating ground granulated slag27
Dynamic performance evaluation of ballastless track in high-speed railways under subgrade differential settlement27
Novel hybrid MFO-XGBoost model for predicting the racking ratio of the rectangular tunnels subjected to seismic loading27
Evaluation of reclaimed asphalt pavement as base/subbase material in Egypt27
A simplified two-stage method to estimate the settlement and bending moment of upper tunnel considering the interaction of undercrossing twin tunnels27
Interactions between alkali-activated ground granulated blastfurnace slag and organic matter in soil stabilization/solidification27
Bridge Pier Scour: An overview of factors affecting the phenomenon and comparative evaluation of selected models27
A novel integrated approach of ELM and modified equilibrium optimizer for predicting soil compression index of subgrade layer of Dedicated Freight Corridor27
Use of steel slag as railway ballast: A review26
A novel application of thermoplastic polyurethane/waste rubber powder blend for waterproof seal layer in high-speed railway26
Effect of foam conditioning on performance of EPB shield tunnelling through laboratory excavation test26
Performance of calcium lignosulfonate as a stabiliser of highly expansive clay26
Optimum material ratio for improving the performance of cement-mixed soils26
Three-dimensional finite element modeling of corrugated metal pipes26
Influence of tensile strength of geogrid and subgrade modulus on layer coefficients of granular bases26
Application of hybrid intelligent systems in predicting the unconfined compressive strength of clay material mixed with recycled additive25
Stabilization of expansive soil using hydrophobic polyurethane foam: A review25
Laboratory examination of ballast deformation and degradation under impact loads with synthetic inclusions25
Scalar- and vector-valued vulnerability analysis of shallow circular tunnel in soft soil25
Experimental and intelligent modelling for predicting the amplitude of footing resting on geocell-reinforced soil bed under vibratory load24
Stress-strain response analysis of demolition wastes as aggregate base course of pavements24
Environmental performance of alkali-activated binders for ground improvement24
Bio-improved hydraulic properties of sand treated by soybean urease induced carbonate precipitation and its application Part 1: Water retention ability24
Evaluation of flexible pavement deterioration conditions using deflection profiles under moving loads24
Machine learning models to predict the tunnel wall convergence24
Cyclic stress-strain characteristics of calcareous sand improved by polyurethane foam adhesive23
Experimental study of the influence of different hole-forming methods on the bearing characteristics of post-grouting pile in Loess Areas23
Dynamic responses of the pavement-unsaturated poroelastic ground system to a moving traffic load23
Influencing factors of scale effects in large-scale direct shear tests of soil-rock mixtures based on particle breakage23
Parameters controlling cyclic behaviour of cement-treated sand23
Evaluation on the stability of expressway embankment combined with L-shaped thermosyphons and insulation boards in warm and ice-rich permafrost regions22
Simple yet quick stabilization of clay using a waste by-product22
Compressive strength and microstructure evolution of lime-treated silty soil subjected to kneading action22
New analytical solutions for shallow cohesive soils overlying trench voids under various slip surfaces22
Multiple hazard fragility analysis for granular highway embankments: Moisture ingress and scour22
Effect of water content on resilient modulus and damping ratio of fine/coarse soil mixtures with varying coarse grain contents22
Full-scale laboratory testing of a geosynthetically reinforced soil railway structure22
Influence of rice husk ash, lime and cement on compaction and strength properties of copper slag22
Predicting clay compressibility using a novel Manta ray foraging optimization-based extreme learning machine model22
Coupling effects of particle shape and cyclic shear history on shear properties of coarse-grained soil–geogrid interface22
Improvement of the critical speed in high-speed ballasted railway tracks with stone columns: A numerical study on critical length21
The role of rice husk ash, cement and polypropylene fibers on the mechanical behavior of a soil from Guabirotuba formation21
Estimation of the shear strength of coarse-grained soils with fine particles21
Predicting earth pressure balance (EPB) shield tunneling-induced ground settlement in compound strata using random forest21
Assessment of load distribution mechanism in geocell reinforced foundation beds using Digital Imaging Correlation Techniques21
Large-scale testing facility for heavy haul track21
Application of hybrid ANN paradigms built with nature inspired meta-heuristics for modelling soil compaction parameters21
Effect of localized water pressure on mountain tunnels crossing fracture zone20
Dynamic parameters of subgrade soils prone to mud pumping considering the influence of kaolin content and the cyclic stress ratio20
Dynamic prediction models of rock quality designation in tunneling projects20
Progressive failure mechanism in granular materials subjected to an alternant active and passive trapdoor20
Triaxial testing of new and degraded ballast under dry and wet conditions20
Experimental investigation of the behavior of soil reinforced with waste plastic bottles under cyclic loads19
Behavior characteristics of geosynthetic-encased stone column under cyclic loading19
Determining the resilient modulus of sandy subgrade using cyclic light weight deflectometer test19
Assessing depth of influence of intelligent compaction rollers by integrating laboratory testing and field measurements19
Permeation grouting of silt-sand mixtures19
Frequency Spectra Analysis of Vertical Stress in Ballasted Track Foundations: Influence of Train Configuration and Subgrade Depth19
Shakedown analysis of PET blends with demolition waste as pavement base/subbase materials using experimental and neural network methods19
Dynamic response characteristics and failure mode of a bias loess tunnel using a shaking table model test19
Numerical stability analysis of piled embankments reinforced with ground beams19
Ground vibration induced by high speed trains on an embankment with pile-board foundation: Modelling and validation with in situ tests19
Comparative mechanical performances of cement-treated sand reinforced with fiber for road and pavement applications18
Performance of back-to-back MSE walls reinforced with steel strips under seismic conditions18
Tunneling-induced settlement prediction using the hybrid feature selection method for feature optimization18
Railway ballast performance: Recent advances in the understanding of geometry, distribution and degradation18
Monitoring Particle Movement under Compaction using SmartRock Sensor: A Case Study of Granular Base Layer Compaction18
Experimental investigation of mechanical behavior of geosynthetics in different soil plasticity indexes18
3D response surface modeling based in-situ assessment of physico-mechanical characteristics of alluvial soils using dynamic cone penetrometer18
Finite element limit analysis of bearing capacity of footing on back-to-back reinforced soil retaining walls18
Geotechnical slope stability and rockfall debris related safety assessments of rock cuts adjacent to a rail track using aerial photogrammetry data analysis18
Empirical correlations of soil parameters based on piezocone penetration tests (CPTU) for Hong Kong-Zhuhai-Macau Bridge (HZMB) project18
Lateral facing deflections of geosynthetic-reinforced retaining walls under footing loading17
Deformation behaviour and influence mechanism of thaw consolidation of embankments on the Qinghai-Tibet Railway in permafrost regions17
Improved fatigue properties of cement-stabilized recycled materials – Lateritic soil using natural rubber latex for sustainable pavement applications17
Effect of nail spacing on the global stability of soil nailed walls using limit equilibrium and finite element methods17
Resilient and permanent deformation behaviors of construction and demolition wastes in unbound pavement base and subbase applications17
Critical support pressure of shield tunnel face in soft-hard mixed strata17
The influence of cyclic loading on the response of soft subgrade soil in relation to heavy haul railways17
Machine learning methods to map stabilizer effectiveness based on common soil properties17
Effect of compaction water content and stress ratio on permanent deformation of a subgrade lateritic soil17
Optimization of lime and fiber content for improvement of clays with different plasticity using response surface method (RSM)17
Investigating the thermal behaviour of geothermal pavements using Thermal Response Test (TRT)17
Intelligent modelling and design of soft soil improved with floating column-like elements as a road subgrade16
Dynamic characteristics and microstructural study of nano calcium carbonate modified cemented soil under different salt water solutions16
Semi-analytical solutions to the consolidation of unsaturated composite ground enforced by stone columns under equal strain condition considering smear effect16
Effect of particle size on small strain stiffness of biotreated sands16
Laboratory testing of invert-cut corrugated metal pipes renewed with polymeric spray applied pipe lining16
Numerical study of the deformation performance and failure mechanisms of TDM pile-supported embankments16
Research on the swelling mechanism of high-speed railway subgrade and the induced railway heave of ballastless tracks16
Dynamic behavior of natural sand soils and fiber reinforced soils in heavy-haul railway embankment under multistage cyclic loading16
Effectiveness of sand compaction piles in improving loose cohesionless soil16
Time-Dependent Behavior of Embankment Resting on Soft clay Reinforced with Encased Stone Columns16
Mechanical properties and influencing factors of vertical-vibration compacted unbound graded aggregate materials16
Stability of the loess tunnel foundation reinforced by jet grouting piles and the influence of reinforcement parameters16
Response and mechanism of a tunnel subjected to combined fault rupture deformation and subsequent seismic excitation16
Evaluation of unbound/subgrade material rutting and resilient behaviour based on initial density and saturation degree16
Mechanical Properties of Clayey Soil Reinforced with PET Considering the Influence of Lime-Stabilization15
Sand-sand and sand-steel interface grain-scale behavior under shearing15
Experimental study on cyclic settlement of piles in silt soil and its application in high-speed railway design15
A parametric study of embankment supported by geosynthetic reinforced load transfer platform and timber piles tip on sand15
Seismic stability analysis of slopes with cracks in unsaturated soils using pseudo-dynamic approach15
Undrained basal stability of braced circular excavations in anisotropic and non-homogeneous clays15
DEM modeling and experimental analysis of the breakage behavior of recycled crushed brick particles15
Analysis of cyclic deformation and post-cyclic strength of reinforced railway tracks on soft subgrade15
The reinforcement analysis of soft ground treated by thermal consolidation vacuum preloading15
Mapping soil arching-induced shear and volumetric strains in dense sands15
Soil liquefaction-induced uplift of buried pipes in sand-granulated-rubber mixture: Numerical modeling15
Prediction of lining upward movement during shield tunneling using machine learning algorithms and field monitoring data15
Experimental study of the comprehensive technology of grouting and suspension under an operating railway in the cobble stratum15
Ballastless railway track transition zones: An embankment to tunnel analysis15
Centrifuge testing and numerical modeling of single pile and long-pile groups adjacent to surcharge loads in silt soil15
Statistical analysis and comparative study of multi-scale 2D and 3D shape features for unbound granular geomaterials15
Degradation of railway ballast under impact loading considering the morphological properties of aggregate14
Study on the excavation disturbed zone during tunneling in sandy cobble stratum considering the material meso-structure14
Bagging and Multilayer Perceptron Hybrid Intelligence Models Predicting the Swelling Potential of Soil14
Effects evaluation of grass age on hydraulic properties of coarse-grained soil14
Evaluating the crushing characteristics of recycled construction and demolition waste for use in road bases14
The effect of rolling stock characteristics on differential railway track settlement: An engineering-economic model14
Applicability and comparison of four nature-inspired hybrid techniques in predicting driven piles’ friction capacity14
Stress distribution in reinforced railway structures14
Environmental impact assessment of high-speed railway tunnel construction: A case study for five different rock mass rating classes14
General relationships controlling loss of mass, stiffness and strength of sustainable binders amended sand14
Model test and numerical simulation on the invert heave behaviour of high-speed railway tunnels with rainstorm13
Effect of spatial variability of soil properties and geostatistical conditional simulation on reliability characteristics and critical slip surfaces of soil slopes13
Reliability analysis and risk assessment of deep excavations using random-set finite element method and event tree technique13
Effects of microencapsulated phase change material characteristics on the thermal performance and mechanical behaviour of silty clay13
A gradation-dependent particle shape factor for characterizing small-strain shear modulus of sand-gravel mixtures13
A self-adaption horizontal thermosyphon technology in uneven thermal control of roadway embankments in sub-arctic permafrost regions13
Field evaluation of the three-dimensional dynamic stress state of the subgrade induced by the heavy-haul train load13
Analysis of the behavior of the two-component grout around a tunnel segmental lining on the basis of experimental results and analytical approaches13
Mechanical characteristics of ballasted track under different tamping depths in railway maintenance13
Advanced full-scale laboratory dynamic load testing of a ballasted high-speed railway track13
A systematic framework for DEM study of realistic gravel-sand mixture from particle recognition to macro- and micro-mechanical analysis13
Nonlinear stiffness and damping characteristics of gravelly crushed rock: Developing generic curves and attempting multi-scale insights13
Stress-deformation analysis of rail substructure under moving wheel load13
In-situ and numerical investigation on the dynamic response of unbounded granular material in permeable pavement13
Mechanical behavior and constitutive relation of the interface between warm frozen silt and cemented soil13
The effect of overconsolidation on monotonic and cyclic behaviours of frozen subgrade soil13
Mechanical response of full-scale geosynthetic-reinforced asphalt overlays subjected to repeated loads13
Thermal characteristics investigation of a high-speed railway tunnel by field monitoring in Northeast of China13
Evaluation of open and filled (TDA and RSM) trenches efficacy on vibration screening caused by transient loads13
Experimental insights into the stiffness degradation of subgrade soils prone to mud pumping13
Effects of cement content and curing period on geotechnical properties of cement-treated calcareous sands13
Soil drainage clogging mechanism under vacuum preloading: A review13
Numerical evaluation of approach slab influence on transition zone behavior in high-speed railway track13
Interference influence on behavior of shallow footings constructed on soils, past studies to future forecast: A state-of-the-art review12
Long-term cyclic behavior of soft clay under different variable confining pressures and partially drained conditions12
A Field Study on the Arching Behavior of a Geogrid-Reinforced Floating Pile-Supported Embankment12
Evaluation of the effect of surcharge on the behavior of geosynthetic-reinforced soil walls12
State-of-the-art review on the application of microfluidics in biogeotechnology12
Behaviour of Model Stone Column Subjected to Cyclic Loading12
Prediction of resilient modulus with consistency index for fine-grained soils12
An efficient prediction model for vibrations induced by underground railway traffic and experimental validation12
Review on dynamic modulus of coarse-grained soil filling for high-speed railway subgrade12
Predicting tunnel water inflow using a machine learning-based solution to improve tunnel construction safety12
Critical shear strain and sliding potential of rock joint under cyclic loading12
Durability evaluation of reclaimed asphalt pavement, ground glass and carbide lime blends based on unconfined compression tests12
Fabrication of superhydrophobic soil stabilizers derived from solid wastes applied for road construction: A review12
Resilient moduli of demolition wastes in geothermal pavements: Experimental testing and ANFIS modelling12
Analysis of the protective effect of setting isolation piles outside the foundation pit on the underpass tunnel side12
Infiltration behaviour and microstructure of filter cake from sand-modified bentonite slurry12
Hybrid soil-structure interaction approach for the assessment of vibrations in buildings due to railway traffic12
In-situ test and analysis of subgrade vibration with ballasted track in deep seasonally frozen regions12
Upper bound analysis of longitudinally inclined EPB shield tunnel face stability in dense sand strata12
Deterministic and probabilistic prediction of maximum wall facing displacement of geosynthetic-reinforced soil segmental walls using multivariate adaptive regression splines12
1-g Shaking table tests to determine the behavior of geosynthetic reinforced soil walls under seismic loads12
Coupling effects of surface building and earthquake loading on in-service shield tunnels12
Insight into the fracturing of silty mudstone in cyclic hydrothermal environments based on computed tomography12
Evolution of tunnel uplift and deformation induced by an upper and collinear excavation: A case study from Shenzhen metro12
The microscopic mechanisms of treating collapsible loess with vibratory probe compaction method12
Effects of curing environment and period on performance of lime-GGBS-treated gypseous soil12
Model test on the behavior of tunnel linings under earth pressure conditions and external water pressure12
Experimental and analytical investigation of the shear resistance of a rock joint held by a fully-grouted bolt and subject to large deformations11
Preliminary identification of the failure mode of shallow tunnels in soil subjected to frost heave: Model test and numerical simulation11
Dynamic performance of a deep buried pile-plank structure transition section for a high-speed railway—Field tests and numerical analyses11
Three-dimensional modelling of slab-track systems based on dynamic experimental tests11
Amending excavated soft marine clay with fine incineration bottom ash as a fill material for construction of transportation infrastructure11
Moisture influence on structural responses of pavement on expansive soils11
Experimental investigation of geogrid-reinforced sand cushions for rock sheds against rockfall impact11
Dynamic behavior of precast epoxy asphalt track bed for transition zone in high-speed railway: A numerical approach11
Evolution of trackbed performance and ballast degradation due to passages of million train wheel axle loads11
The evaluation of chemical admixtures on the performance of cement stabilized materials in cold weather11
Studying effects of interface surface roughness, mean particle size, and particle shape on the shear behavior of sand-coated CFRP interface11
Data-driven characterization of the correlation between uniaxial compressive strength and Youngs’ modulus of rock without regression models11
Analysis of ground deformation induced by shield tunneling considering the effects of muck discharge and grouting11
Time-dependent field performance of PHC pile-cap-beam-supported embankment over soft marine clay11
Elasto-plastic ground settlement response and stability of single and twin circular unsupported and supported tunnels11
Train-induced environmental vibrations by considering different building foundations along curved track10
Evaluation of rainfall induced moisture variation depth in highway embankment made of Yazoo clay10
Numerical evaluation of the performance of back-to-back MSE walls with hybrid select-marginal fill zones10
Performance-based economic analysis to find the sustainable aggregate option for a granular roadway10
Laboratory characterization of fine-grained soils for Pavement ME Design implementation in Idaho10
Long-term in-situ monitoring on foundation settlement and service performance of a novel pile-plank-supported ballastless tram track in soft soil regions10
Lateral deformation of high-speed railway foundation induced by adjacent embankment construction in soft soils: Numerical and field study10
Field measurement and numerical investigation of artificial ground freezing for the construction of a subway cross passage under groundwater flow10
Discrete element modeling of cemented recycled concrete aggregates under unconfined and k0 loading conditions10
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