All Stories

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