All Stories

  1. An innovative rheological approach for predicting the behaviour of critical zones in a railway track
  2. Load-Settlement Characteristics of Stone Column Reinforced Soft Marine Clay Deposit: Combined Field and Numerical Studies
  3. Dynamic behaviour of integral abutment bridge transition under moving train loads
  4. Corrosion Resistance and Compressive Strength of Cemented Soil Mixed with Nano-Silica in Simulated Seawater Environment
  5. Hydromechanical Modeling of High-Voltage Electropulse-Assisted Fluid Injection for Rock Fracturing
  6. The Utilization of a Coupled Electro-Thermal-Mechanical Model of High-Voltage Electric Pulse on Rock Fracture
  7. Novel sustainable base material for concrete slab track
  8. Pile group in clay subjected to cyclic lateral load: Numerical modelling and design recommendation
  9. Performance improvement of ballasted railway tracks using three-dimensional cellular geoinclusions
  10. Seismic Stability of Heterogeneous Slopes with Tensile Strength Cutoff Using Discrete-Kinematic Mechanism and a Pseudostatic Approach
  11. Re-liquefaction resistance of lightly cemented sands
  12. Geotechnical rheological modeling of ballasted railway tracks considering the effect of principal stress rotation
  13. Sustainable Applications of Tyre-Derived Aggregates for Railway Transportation Infrastructure
  14. Microstructure, strength and durability of nano-cemented soils under different seawater conditions: laboratory study
  15. NMR-Based Measurement of AWRC and Prediction of Shear Strength of Unsaturated Soils
  16. An efficient multi-scale approach for viscoelastic analysis of woven composites under bending
  17. Analytical modelling of the mechanical damage of soil induced by lightning strikes capturing electro-thermal, thermo-osmotic, and electro-osmotic effects
  18. Novel Open Trench Techniques in Mitigating Ground-Borne Vibrations due to Traffic under a Wide Range of Ground Conditions
  19. Field Installation Effects of Stone Columns on Load Settlement Characteristics of Reinforced Soft Ground
  20. Dynamic Behavior of the Transition Zone of an Integral Abutment Bridge
  21. Time-dependent evolution of bearing capacity of driven piles in clays
  22. A Semi-Analytical Solution for Shock Wave Pressure and Radius of Soil Plastic Zone Induced by Lightning Strikes
  23. Mechanism Analysis of Rock Failure Process under High-Voltage Electropulse: Analytical Solution and Simulation
  24. Pile group in clay under cyclic lateral loading with emphasis on bending moment: Numerical modelling
  25. Finite Element Analysis of Electro-Thermal Coupling of Sandstone Under Lightning Currents
  26. Static and Seismic Assessment of Soil Arching in Piled Embankments
  27. Cyclic stress-strain characteristics of calcareous sand improved by polyurethane foam adhesive
  28. Analytical and Numerical Solutions to Selected Research Problems in Geomechanics and Geohydraulics
  29. Simple Graphical Prediction of Relative Permeability of Unsaturated Soils under Deformations
  30. Improved Vacuum Preloading Method Combined with Sand Sandwich Structure for Consolidation of Dredged Clay-Slurry Fill and Original Marine Soft Clay
  31. Three-dimensional assessment of cracked slopes with pore water pressure using limit analysis
  32. Mathematical Modeling of the Short-Term Performance of Railway Track Under Train-Induced Loading
  33. Railway Subgrade Characterization Through Repeated Loading Triaxial Testing
  34. Three-dimensional finite element analyses of tyre derived aggregates in ballasted and ballastless tracks
  35. Simplified geotechnical rheological model for simulating viscoelasto‐plastic response of ballasted railway substructure
  36. Laboratory and Constitutive Modeling of Critical State Behavior of Rockfill Aggregates Mixed with Polymer
  37. Phenomenological fractional stress–dilatancy model for granular soil and soil-structure interface under monotonic and cyclic loads
  38. Finite Element Modeling of the Dynamic Response of Critical Zones in a Ballasted Railway Track
  39. Laboratory Investigation on Particle Breakage Characteristics of Calcareous Sands
  40. Finite Element Analysis of Soil Arching in Piled Embankment
  41. Performance Improvement of Ballasted Railway Tracks for High-Speed Rail Operations
  42. Prediction of Extra Confinement Offered by Cellular Inclusion Under Three-Dimensional Stress State
  43. Shear behavior of polyurethane foam adhesive improved calcareous sand under large-scale triaxial test
  44. Strength and Deformation Characteristics of Calcareous Sands Improved by PFA
  45. Strength Enhancement of Geotextile-Reinforced Fly-Ash-Based Geopolymer Stabilized Residual Soil
  46. Effects of Tunneling-Induced Ground Movements on Stability of Piled Raft Foundation: Three-Dimensional Finite-Element Approach
  47. Analytical Evaluation of Ballasted Track Substructure Response under Repeated Train Loads
  48. Effects of soil arching on behavior of pile-supported railway embankment: 2D FEM approach
  49. A Strain Dependent Approach for Seismic Stability Assessment of Rigid Retaining Wall
  50. Applicability of Bouc-Wen Model to Capture Asymmetric Behavior of Sand at High Cyclic Shear Strain
  51. Field assessment of railway ballast degradation and mitigation using geotextile
  52. Editorial: Geotechnical Innovation for Transport Infrastructures
  53. Evaluation of additional confinement for three-dimensional geoinclusions under general stress state
  54. Field Assessment of Gravel Loss on Unsealed Roads in Australia
  55. Liquefaction and post-liquefaction assessment of lightly cemented sands
  56. Performance Improvement of Ballasted Railway Tracks Using Geocells: Present State of the Art
  57. Effect of Water Drawdown and Dynamic Loads on Piled Raft: Two-Dimensional Finite Element Approach
  58. Stress-fractional soil model with reduced elastic region
  59. Contact Pressure Distribution on Subgrade Soil Underlying Geocell Reinforced Foundation Beds
  60. Finite Element Modeling of Soil Arching in Pile Supported Embankment: 2D Approach
  61. Visual Inspection Based Maintenance Strategy on Unsealed Road Network in Australia
  62. Influence of Particle Size Distribution on the Critical State of Rockfill
  63. Three-dimensional limit analysis of slopes reinforced with piles in soils exhibiting heterogeneity and anisotropy in cohesion
  64. Effect of Particle Shape and Confining Pressure on Breakage and Deformation of Artificial Rockfill
  65. Finite Element Modeling of Ballasted Rail Track Capturing Effects of Geosynthetic Inclusions
  66. Stability Assessment of Earth Retaining Structures under Static and Seismic Conditions
  67. Three-Dimensional Slope Stability Analysis Incorporating Coupled Effects of Pile Reinforcement and Reservoir Drawdown
  68. Piles Subjected to Torsional Cyclic Load: Numerical Analysis
  69. Particle breakage of granular materials during sample preparation
  70. Seismic Active Thrust on Rigid Retaining Wall Using Strain Dependent Dynamic Properties
  71. Grading and frequency dependence of the resilient modulus of ballast
  72. Finite element model of ballasted railway with infinite boundaries considering effects of moving train loads and Rayleigh waves
  73. A simplified approach to assess seismic stability of tailings dams
  74. Effect of fiber reinforcement on shear strength and void ratio of soft clay
  75. 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
  76. Measured and Predicted Response of Pile Groups in Soft Clay Subjected to Cyclic Lateral Loading
  77. Effect of water and salinity on soil behaviour under lightning
  78. A New Failure Load Criterion for Large-Diameter Under-Reamed Piles: Practical Perspective
  79. Identification of ballast grading for rail track
  80. Evaluation of seismic passive earth pressure of inclined rigid retaining wall considering soil arching effect
  81. Elastoplastic Solution for Spherical Cavity Expansion in Modified Cam-Clay Soil under Drained Condition
  82. Numerical Solution of Single Pile Subjected to Torsional Cyclic Load
  83. Seismic response of concrete-rockfill combination dam using large-scale shaking table tests
  84. Laboratory study on impulse current characteristics of clay
  85. Estimation of Passive Earth Pressure against Rigid Retaining Wall Considering Arching Effect in Cohesive-Frictional Backfill under Translation Mode
  86. Application of fractional calculus in modelling ballast deformation under cyclic loading
  87. Performance improvement of rail track substructure using artificial inclusions – Experimental and numerical studies
  88. Deformation and Degradation of Railroad Granular Layers under High Frequency Cyclic Loading and the Benefits of Using Geosynthetics
  89. Improved Performance of Ballasted Rail Track Using Geosynthetics and Rubber Shockmat
  90. Laboratory Assessment of the Role of Particle Size Distribution on the Deformation and Degradation of Ballast under Cyclic Loading
  91. Determination of Active Earth Pressure on Rigid Retaining Wall Considering Arching Effect in Cohesive Backfill Soil
  92. Isotropic–kinematic hardening model for coarse granular soils capturing particle breakage and cyclic loading under triaxial stress space
  93. Field Data Based Method for Predicting Long-Term Settlements
  94. The Deformation and Degradation of Granular Material under High-Frequency Cyclic Loading
  95. Deformation and Degradation Mechanisms of Railway Ballast under High Frequency Cyclic Loading
  96. An Elasto-plastic Method for Analysing the Deformation of the Railway Ballast
  97. Application of Shock Mats in Rail Track Foundation Subjected to Dynamic Loads
  98. Assessment of Interface Shear Behaviour of Sub-ballast with Geosynthetics by Large-scale Direct Shear Test
  99. Field Assessment of Ballasted Railroads Using Geosynthetics and Shock Mats
  100. Modeling Behaviour of Railway Ballast in Prismoidal Apparatus Using Discrete Element Method
  101. A new mixing technique for solidifier and dredged fill in coastal area
  102. Application of bounding surface plasticity concept for clay-fouled ballast under drained loading
  103. Closure to “Behavior of Geocell-Reinforced Subballast Subjected to Cyclic Loading in Plane-Strain Condition” by Buddhima Indraratna, M. Mahdi Biabani, and Sanjay Nimbalkar
  104. Observed and predicted behaviour of rail ballast under monotonic loading capturing particle breakage
  105. Behavior of Geocell-Reinforced Subballast Subjected to Cyclic Loading in Plane-Strain Condition
  106. An Australian Perspective on Modernization of Rail Tracks Using Geosynthetics and Shockmats
  107. Performance monitoring — case studies of tracks stabilised by geosynthetic grids and prefabricated vertical drains
  108. Preface
  109. From theory to practice in track geomechanics – Australian perspective for synthetic inclusions
  110. Numerical and analytical modeling of particle degradation
  111. Ground improvement in transport geotechnics – from theory to practice
  112. Experimental and numerical investigation of high-yield grout ore pass plugs to resist impact loads
  113. A constitutive model for coal-fouled ballast capturing the effects of particle degradation
  114. Three-dimensional characterisation of particle size and shape for ballast
  115. Effect of cyclic loading frequency on the permanent deformation and degradation of railway ballast
  116. Ground Improvement for Rail, Port and Road Infrastructure--From Theory to Practice
  117. Performance assessment of reinforced ballasted rail track
  118. Closure to “Stress-Strain Degradation Response of Railway Ballast Stabilized with Geosynthetics” by Buddhima Indraratna and Sanjay Nimbalkar
  119. Studying on the reduced settlement of railway tracks using geogrid
  120. Stress-Strain Degradation Response of Railway Ballast Stabilized with Geosynthetics
  121. Behaviour of clay-fouled ballast under drained triaxial testing
  122. Performance Monitoring of Rail Tracks Stabilized by Geosynthetics and Shock Mats: Case Studies at Bulli and Singleton in Australia
  123. Effects Of Fouling On The Stress—Strain—Degradation Behaviour Of Rail Ballast
  124. Modernisation of Rail Tracks for Higher Speeds and Greater Freight
  125. The Role of Ballast-Fouling Characteristics on the Drainage Capacity of Rail Substructure
  126. Track Stabilisation with Geosynthetics and Geodrains, and Performance Verification through Field Monitoring and Numerical Modelling
  127. Performance Improvement of Railway Ballast Using Shock Mats and Synthetic Grids
  128. Improved Performance of Railway Ballast under Impact Loads Using Shock Mats
  129. Deformation and Degradation of Clay fouled Ballast Subjected to Monotonic Loading
  130. Effects of Geosynthetic Reinforcement on Performance of Ballasted Rail Track
  131. PHYSICAL AND CHEMICAL GROUND IMPROVEMENT FOR SUSTAINABLE TRANSPORTATION INFRASTRUCTURE UNDER CYCLIC LOADS
  132. Use of Geosynthetics in Railways Including Geocomposites and Vertical Drains
  133. Field Assessment of the Performance of a Ballasted Rail Track with and without Geosynthetics
  134. Effect of Amplification on Seismic Stability of Tailings Dam
  135. The Behaviour of Ballasted Track Foundations: Track Drainage and Geosynthetic Reinforcement
  136. The performance of rail track incorporating the effects of ballast breakage, confining pressure and geosynthetic reinforcement
  137. Seismic design of retaining wall by considering wall-soil inertia for active case
  138. Seismic Rotational Displacement of Gravity Walls by Pseudodynamic Method
  139. EFFECTS OF BODY WAVES AND SOIL AMPLIFICATION ON SEISMIC EARTH PRESSURES
  140. External stability of reinforced soil walls under seismic conditions
  141. Sliding stability and seismic design of retaining wall by pseudo-dynamic method for passive case
  142. Seismic rotational displacement of gravity walls by pseudo-dynamic method: Passive case
  143. Discussion and Response: Seismic stability of reinforced-soil wall by pseudo-dynamic method
  144. Pseudo-dynamic approach of seismic active earth pressure behind retaining wall
  145. Discussion: Seismic passive resistance by pseudo-dynamic method
  146. Seismic stability of reinforced-soil wall by pseudo-dynamic method
  147. Seismic passive resistance by pseudo-dynamic method
  148. Impact of Ballast Fouling on Rail Tracks