All Stories

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