All Stories

  1. Integrated Viscoelastoplastic and Finite Element Analysis of Tunnel–Track Interaction in Weak Rock: Influence of Geometry and Dynamic Loading
  2. Performance and Micromechanisms of Nano-SiO2 and Basalt Fiber-Reinforced Cement Soil under Marine Environments
  3. Advanced Predictive Modeling Techniques for Railway Tracks in Critical Zones, Tunnels and High-Speed Rail Corridors
  4. Drained shear behaviour of recycled construction and demolition waste mixed with natural aggregates and their optimal mix proportion
  5. Influence of crack characteristics on rainfall infiltration patterns and stability of clay slope
  6. Soil stabilization and erosion resistance capabilities of vegetative biomaterials based on biopolymer
  7. Tensile strength characteristics of unsaturated Hunan clay
  8. Mechanical Properties and Seawater Corrosion Resistance Mechanisms of Nano-Cemented Soil Reinforced with Different Fibers: Laboratory study
  9. Performance of Railway Embankments on Soft Ground Improved with Partially Encased Granular Columns
  10. Seismic analysis of railway tunnels in weak rock formations using a viscoelastoplastic approach
  11. Selection criteria for foaming agent and mechanical performance evaluation of conditioned soil for EPB shield tunneling in water-rich sand strata
  12. Geotechnical Rheological Modelling of Integrated Train-Track-Bridge System using a Viscoelastoplastic Approach
  13. Durability and microstructural characteristics of Nano-SiO₂–Carbon Fiber composites under seawater environment
  14. Field Investigation of Dynamic Response of Elevated Ballasted Track Focusing on Transition Zone
  15. Numerical Modeling of Unbound Granular Pavements Under Moving Loads
  16. Improved nuclear magnetic resonance-based Green-Ampt infiltration model incorporating dynamic permeability of clay
  17. Towards Sustainable Railways Using Polymeric Inclusions, Polyurethane Foam and Marginal Materials Derived from Rubber Tires
  18. Durability and anti-seepage performance of nano-silica and glass fiber reinforced cemented soil in marine environment
  19. Viscoelastoplastic model for an integrated tunnel-track system in weak rock formations
  20. Editorial: Understanding geomaterial instability: physics and mechanics of landslides and seismic events
  21. Numerical analysis of railway embankment resting on soft soil reinforced with partially encased granular columns
  22. Assessment of Vegetation Cover and Rainfall Infiltration Effects on Slope Stability
  23. Utilisation of construction and demolition waste and recycled glass for sustainable flexible pavements: A critical review
  24. Experimental assessment of freeze–thaw characteristics and microscopic mechanisms of coal-based solid waste improved loess filler
  25. Performance of Railway Embankment on Soft Ground Reinforced with Granular Columns
  26. Numerical investigation on the dynamic behaviour of unpaved roads under realistic moving loads
  27. Fractal Shear Strength Model for Unsaturated Soils Considering the Combined Effects of Matric Suction and Surface Tension
  28. INNOVATIVE APPROACHES FOR ADDRESSING CHALLENGES IN HIGH-SPEED RAILWAY GEOTECHNICS
  29. Effectiveness and Optimization Analysis of Vibration Isolation Performance of Circular and Rectangular Hollow Pipes: Numerical Modeling
  30. Strength, Durability, Corrosion Resistance, and Microstructure of Cemented Soil Incorporating Nano-MgO under Static and Cyclic Loading: A Laboratory Study
  31. Laboratory assessment of tensile properties of root-soil composite of Amorpha fruticose
  32. Coupled Electric‐Thermal Damage Model for Lightning Strikes on Buried Pipeline
  33. Computational Models and Applications in Railway Geotechnics
  34. Three-Dimensional Numerical Modeling of the Behavior of Unbound Granular Pavements Under Moving Tire Loads
  35. Influence of Coal Fouling on Shear Strength and Degradation Behavior of Railway Ballast
  36. Rheological modelling of train-track-ground: A review covering core concepts, materials and applications
  37. Numerical investigation of soil arching and integral abutment bridge in a pile-supported railway embankment
  38. Mechanical and micro-mechanical investigations of nano-SiO 2 and polypropylene fiber reinforced cement soil in marine environments
  39. Recent Advances in Computational Methods, Predictions, and Applications to Critical Zones in Railways
  40. Performance Assessment of Existing Railway Track Subjected to Varying Train Speed
  41. Three-Dimensional Finite Element Modelling of Sealed and Unsealed Roads Considering Effects of Moving Wheel Loads
  42. Laboratory and numerical analyses on polyurethane–scrap rubber-reinforced base layer
  43. Multiphysics Multicoupled Modeling of Rock Fragmentation under High-Voltage Electrical Pulse
  44. Kinematic response of a pile within a soil slope to SH wave excitation
  45. Laboratory investigation on static and dynamic properties, durability, and microscopic structure of Nano-SiO2 and polypropylene fiber cemented soil under coupled seawater corrosion and cyclic loading
  46. Viscoelastic Rheological Modelling of the Lateral Dynamic Response of Ballasted Railway Tracks
  47. Guest Editorial for the Special Issue on “Geosynthetic-Reinforced Sustainable Transport Infrastructures”
  48. Stability Analysis of Unsaturated Soil Pit Under Vehicle Load
  49. Experimental and Computational Analyses of Sustainable Approaches in Railways
  50. Improved mechanical response of Nano-SiO2 powder cemented soil under the coupling effect of dry and wet cycles and seawater corrosion
  51. Laboratory assessment of impact of nano-SiO2 on different soil types in onshore and offshore environment
  52. Physical and Mechanical Characterization of Recycled Concrete Aggregates (RCA) as Compacted Fill in Road Pavement
  53. Formation of plasma channel under high-voltage electric pulse and simulation of rock-breaking process
  54. Permeability and Cracking of Compacted Clay Liner Improved by Nano-SiO2 and Sisal Fiber
  55. Characterization of nano-SiO 2 cemented soil under the coupled effects of dry-wet cycles and chlorination
  56. Monotonic and cyclic triaxial testing of untreated and polyurethane-treated soil and soil–rubber mixtures
  57. Field Study on Rectangular Inclined Deep Foundation Excavation in Soft Soils
  58. Fatigue characteristics of nano-SiO2 cemented soil under coupled effects of dry-wet cycle and seawater corrosion
  59. A new fractal model for nonlinear seepage of saturated clay considering the initial hydraulic gradient of microscopic seepage channels
  60. Lateral Response Evaluation of Existing Pile by Adjacent Pile Driving in Claye Slope
  61. Experimental and Numerical Analyses on the Frost Heave Deformation of Reclaimed Gravel from a Tunnel Excavation as a Structural Fill in Cold Mountainous Regions
  62. Numerical Simulation of Pipeline Failure Mechanisms Under Lightning Strikes, Capturing Electric Disruption and Thermal Damage
  63. Erratum for “NMR-Based Measurement of AWRC and Prediction of Shear Strength of Unsaturated Soils”
  64. Laboratory Analyses of Noncoaxiality and Anisotropy of Spherical Granular Media under True Triaxial State
  65. Laboratory investigation of microstructure, strength and durability of cemented soil with Nano-SiO2 and basalt fibers in freshwater and seawater environments
  66. Static and cyclic performance of polyurethane foam adhesive bound soil–rubber mixtures under drained conditions
  67. Recent developments in pile foundations: design, construction, innovations and case studies
  68. Numerical investigation on dynamic behaviour of critical zones in railway tracks under moving train loads
  69. An innovative rheological approach for predicting the behaviour of critical zones in a railway track
  70. Load-Settlement Characteristics of Stone Column Reinforced Soft Marine Clay Deposit: Combined Field and Numerical Studies
  71. Dynamic behaviour of integral abutment bridge transition under moving train loads
  72. Corrosion Resistance and Compressive Strength of Cemented Soil Mixed with Nano-Silica in Simulated Seawater Environment
  73. Hydromechanical Modeling of High-Voltage Electropulse-Assisted Fluid Injection for Rock Fracturing
  74. The Utilization of a Coupled Electro-Thermal-Mechanical Model of High-Voltage Electric Pulse on Rock Fracture
  75. Novel sustainable base material for concrete slab track
  76. Pile group in clay subjected to cyclic lateral load: Numerical modelling and design recommendation
  77. Performance improvement of ballasted railway tracks using three-dimensional cellular geoinclusions
  78. Seismic Stability of Heterogeneous Slopes with Tensile Strength Cutoff Using Discrete-Kinematic Mechanism and a Pseudostatic Approach
  79. Re-liquefaction resistance of lightly cemented sands
  80. Geotechnical rheological modeling of ballasted railway tracks considering the effect of principal stress rotation
  81. Sustainable Applications of Tyre-Derived Aggregates for Railway Transportation Infrastructure
  82. Microstructure, strength and durability of nano-cemented soils under different seawater conditions: laboratory study
  83. NMR-Based Measurement of AWRC and Prediction of Shear Strength of Unsaturated Soils
  84. An efficient multi-scale approach for viscoelastic analysis of woven composites under bending
  85. Analytical modelling of the mechanical damage of soil induced by lightning strikes capturing electro-thermal, thermo-osmotic, and electro-osmotic effects
  86. Novel Open Trench Techniques in Mitigating Ground-Borne Vibrations due to Traffic under a Wide Range of Ground Conditions
  87. Field Installation Effects of Stone Columns on Load Settlement Characteristics of Reinforced Soft Ground
  88. Dynamic Behavior of the Transition Zone of an Integral Abutment Bridge
  89. Time-dependent evolution of bearing capacity of driven piles in clays
  90. A Semi-Analytical Solution for Shock Wave Pressure and Radius of Soil Plastic Zone Induced by Lightning Strikes
  91. Mechanism Analysis of Rock Failure Process under High-Voltage Electropulse: Analytical Solution and Simulation
  92. Pile group in clay under cyclic lateral loading with emphasis on bending moment: Numerical modelling
  93. Finite Element Analysis of Electro-Thermal Coupling of Sandstone Under Lightning Currents
  94. Static and Seismic Assessment of Soil Arching in Piled Embankments
  95. Cyclic stress-strain characteristics of calcareous sand improved by polyurethane foam adhesive
  96. Analytical and Numerical Solutions to Selected Research Problems in Geomechanics and Geohydraulics
  97. Simple Graphical Prediction of Relative Permeability of Unsaturated Soils under Deformations
  98. Improved Vacuum Preloading Method Combined with Sand Sandwich Structure for Consolidation of Dredged Clay-Slurry Fill and Original Marine Soft Clay
  99. Three-dimensional assessment of cracked slopes with pore water pressure using limit analysis
  100. Mathematical Modeling of the Short-Term Performance of Railway Track Under Train-Induced Loading
  101. Railway Subgrade Characterization Through Repeated Loading Triaxial Testing
  102. Three-dimensional finite element analyses of tyre derived aggregates in ballasted and ballastless tracks
  103. Simplified geotechnical rheological model for simulating viscoelasto‐plastic response of ballasted railway substructure
  104. Laboratory and Constitutive Modeling of Critical State Behavior of Rockfill Aggregates Mixed with Polymer
  105. Phenomenological fractional stress–dilatancy model for granular soil and soil-structure interface under monotonic and cyclic loads
  106. Finite Element Modeling of the Dynamic Response of Critical Zones in a Ballasted Railway Track
  107. Laboratory Investigation on Particle Breakage Characteristics of Calcareous Sands
  108. Finite Element Analysis of Soil Arching in Piled Embankment
  109. Performance Improvement of Ballasted Railway Tracks for High-Speed Rail Operations
  110. Prediction of Extra Confinement Offered by Cellular Inclusion Under Three-Dimensional Stress State
  111. Railway tracks
  112. Shear behavior of polyurethane foam adhesive improved calcareous sand under large-scale triaxial test
  113. Strength and Deformation Characteristics of Calcareous Sands Improved by PFA
  114. Strength Enhancement of Geotextile-Reinforced Fly-Ash-Based Geopolymer Stabilized Residual Soil
  115. Effects of Tunneling-Induced Ground Movements on Stability of Piled Raft Foundation: Three-Dimensional Finite-Element Approach
  116. Analytical Evaluation of Ballasted Track Substructure Response under Repeated Train Loads
  117. Effects of soil arching on behavior of pile-supported railway embankment: 2D FEM approach
  118. A Strain Dependent Approach for Seismic Stability Assessment of Rigid Retaining Wall
  119. Applicability of Bouc-Wen Model to Capture Asymmetric Behavior of Sand at High Cyclic Shear Strain
  120. Field assessment of railway ballast degradation and mitigation using geotextile
  121. Editorial: Geotechnical Innovation for Transport Infrastructures
  122. Evaluation of additional confinement for three-dimensional geoinclusions under general stress state
  123. Field Assessment of Gravel Loss on Unsealed Roads in Australia
  124. Liquefaction and post-liquefaction assessment of lightly cemented sands
  125. Performance Improvement of Ballasted Railway Tracks Using Geocells: Present State of the Art
  126. Effect of Water Drawdown and Dynamic Loads on Piled Raft: Two-Dimensional Finite Element Approach
  127. Stress-fractional soil model with reduced elastic region
  128. Contact Pressure Distribution on Subgrade Soil Underlying Geocell Reinforced Foundation Beds
  129. Finite Element Modeling of Soil Arching in Pile Supported Embankment: 2D Approach
  130. Visual Inspection Based Maintenance Strategy on Unsealed Road Network in Australia
  131. Influence of Particle Size Distribution on the Critical State of Rockfill
  132. Three-dimensional limit analysis of slopes reinforced with piles in soils exhibiting heterogeneity and anisotropy in cohesion
  133. Effect of Particle Shape and Confining Pressure on Breakage and Deformation of Artificial Rockfill
  134. Finite Element Modeling of Ballasted Rail Track Capturing Effects of Geosynthetic Inclusions
  135. Stability Assessment of Earth Retaining Structures under Static and Seismic Conditions
  136. Three-Dimensional Slope Stability Analysis Incorporating Coupled Effects of Pile Reinforcement and Reservoir Drawdown
  137. Piles Subjected to Torsional Cyclic Load: Numerical Analysis
  138. Particle breakage of granular materials during sample preparation
  139. Seismic Active Thrust on Rigid Retaining Wall Using Strain Dependent Dynamic Properties
  140. Grading and frequency dependence of the resilient modulus of ballast
  141. Finite element model of ballasted railway with infinite boundaries considering effects of moving train loads and Rayleigh waves
  142. A simplified approach to assess seismic stability of tailings dams
  143. Effect of fiber reinforcement on shear strength and void ratio of soft clay
  144. Closure to “Estimation of Passive Earth Pressure against Rigid Retaining Wall Considering Arching Effect in Cohesive-Frictional Backfill under Translation Mode” by Yanyan Cai, Qingsheng Chen, Yitao Zhou, Sanjay Nimbalkar, and Jin Yu
  145. Measured and Predicted Response of Pile Groups in Soft Clay Subjected to Cyclic Lateral Loading
  146. Effect of water and salinity on soil behaviour under lightning
  147. A New Failure Load Criterion for Large-Diameter Under-Reamed Piles: Practical Perspective
  148. Identification of ballast grading for rail track
  149. Evaluation of seismic passive earth pressure of inclined rigid retaining wall considering soil arching effect
  150. Elastoplastic Solution for Spherical Cavity Expansion in Modified Cam-Clay Soil under Drained Condition
  151. Numerical Solution of Single Pile Subjected to Torsional Cyclic Load
  152. Seismic response of concrete-rockfill combination dam using large-scale shaking table tests
  153. Laboratory study on impulse current characteristics of clay
  154. Estimation of Passive Earth Pressure against Rigid Retaining Wall Considering Arching Effect in Cohesive-Frictional Backfill under Translation Mode
  155. Application of fractional calculus in modelling ballast deformation under cyclic loading
  156. Performance improvement of rail track substructure using artificial inclusions – Experimental and numerical studies
  157. Deformation and Degradation of Railroad Granular Layers under High Frequency Cyclic Loading and the Benefits of Using Geosynthetics
  158. Improved Performance of Ballasted Rail Track Using Geosynthetics and Rubber Shockmat
  159. Laboratory Assessment of the Role of Particle Size Distribution on the Deformation and Degradation of Ballast under Cyclic Loading
  160. Determination of Active Earth Pressure on Rigid Retaining Wall Considering Arching Effect in Cohesive Backfill Soil
  161. Isotropic–kinematic hardening model for coarse granular soils capturing particle breakage and cyclic loading under triaxial stress space
  162. Field Data Based Method for Predicting Long-Term Settlements
  163. The Deformation and Degradation of Granular Material under High-Frequency Cyclic Loading
  164. Deformation and Degradation Mechanisms of Railway Ballast under High Frequency Cyclic Loading
  165. An Elasto-plastic Method for Analysing the Deformation of the Railway Ballast
  166. Application of Shock Mats in Rail Track Foundation Subjected to Dynamic Loads
  167. Assessment of Interface Shear Behaviour of Sub-ballast with Geosynthetics by Large-scale Direct Shear Test
  168. Field Assessment of Ballasted Railroads Using Geosynthetics and Shock Mats
  169. Modeling Behaviour of Railway Ballast in Prismoidal Apparatus Using Discrete Element Method
  170. A new mixing technique for solidifier and dredged fill in coastal area
  171. Application of bounding surface plasticity concept for clay-fouled ballast under drained loading
  172. Closure to “Behavior of Geocell-Reinforced Subballast Subjected to Cyclic Loading in Plane-Strain Condition” by Buddhima Indraratna, M. Mahdi Biabani, and Sanjay Nimbalkar
  173. Observed and predicted behaviour of rail ballast under monotonic loading capturing particle breakage
  174. Behavior of Geocell-Reinforced Subballast Subjected to Cyclic Loading in Plane-Strain Condition
  175. An Australian Perspective on Modernization of Rail Tracks Using Geosynthetics and Shockmats
  176. Performance monitoring — case studies of tracks stabilised by geosynthetic grids and prefabricated vertical drains
  177. A critical state based constitutive model for the triaxial response of ballast incorporating particle breakage
  178. Behaviour of geocell reinforced sub-ballast under cyclic loading
  179. Preface
  180. From theory to practice in track geomechanics – Australian perspective for synthetic inclusions
  181. Numerical and analytical modeling of particle degradation
  182. Ground improvement in transport geotechnics – from theory to practice
  183. Experimental and numerical investigation of high-yield grout ore pass plugs to resist impact loads
  184. A constitutive model for coal-fouled ballast capturing the effects of particle degradation
  185. Three-dimensional characterisation of particle size and shape for ballast
  186. Effect of cyclic loading frequency on the permanent deformation and degradation of railway ballast
  187. Ground Improvement for Rail, Port and Road Infrastructure--From Theory to Practice
  188. Performance assessment of reinforced ballasted rail track
  189. Closure to “Stress-Strain Degradation Response of Railway Ballast Stabilized with Geosynthetics” by Buddhima Indraratna and Sanjay Nimbalkar
  190. Studying on the reduced settlement of railway tracks using geogrid
  191. Stress-Strain Degradation Response of Railway Ballast Stabilized with Geosynthetics
  192. Behaviour of clay-fouled ballast under drained triaxial testing
  193. Performance Monitoring of Rail Tracks Stabilized by Geosynthetics and Shock Mats: Case Studies at Bulli and Singleton in Australia
  194. Effects Of Fouling On The Stress—Strain—Degradation Behaviour Of Rail Ballast
  195. Modernisation of Rail Tracks for Higher Speeds and Greater Freight
  196. The Role of Ballast-Fouling Characteristics on the Drainage Capacity of Rail Substructure
  197. Track Stabilisation with Geosynthetics and Geodrains, and Performance Verification through Field Monitoring and Numerical Modelling
  198. Performance Improvement of Railway Ballast Using Shock Mats and Synthetic Grids
  199. Improved Performance of Railway Ballast under Impact Loads Using Shock Mats
  200. Deformation and Degradation of Clay fouled Ballast Subjected to Monotonic Loading
  201. Effects of Geosynthetic Reinforcement on Performance of Ballasted Rail Track
  202. PHYSICAL AND CHEMICAL GROUND IMPROVEMENT FOR SUSTAINABLE TRANSPORTATION INFRASTRUCTURE UNDER CYCLIC LOADS
  203. Use of Geosynthetics in Railways Including Geocomposites and Vertical Drains
  204. Field Assessment of the Performance of a Ballasted Rail Track with and without Geosynthetics
  205. Effect of Amplification on Seismic Stability of Tailings Dam
  206. The Behaviour of Ballasted Track Foundations: Track Drainage and Geosynthetic Reinforcement
  207. The performance of rail track incorporating the effects of ballast breakage, confining pressure and geosynthetic reinforcement
  208. Seismic stability of tailings dam by using pseudo-dynamic method
  209. Seismic design of retaining wall by considering wall-soil inertia for active case
  210. Seismic Rotational Displacement of Gravity Walls by Pseudodynamic Method
  211. EFFECTS OF BODY WAVES AND SOIL AMPLIFICATION ON SEISMIC EARTH PRESSURES
  212. External stability of reinforced soil walls under seismic conditions
  213. Sliding stability and seismic design of retaining wall by pseudo-dynamic method for passive case
  214. Seismic rotational displacement of gravity walls by pseudo-dynamic method: Passive case
  215. Discussion and Response: Seismic stability of reinforced-soil wall by pseudo-dynamic method
  216. Pseudo-dynamic approach of seismic active earth pressure behind retaining wall
  217. Discussion: Seismic passive resistance by pseudo-dynamic method
  218. Seismic stability of reinforced-soil wall by pseudo-dynamic method
  219. Seismic passive resistance by pseudo-dynamic method
  220. Synthesis and antibacterial activity of some 5-guanylhydrazone/thiocyanato-6-arylimidazo[2,1-b]-1,3,4-thiadiazole-2-sulfonamide derivatives†
  221. Impact of Ballast Fouling on Rail Tracks