All Stories

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