All Stories

  1. Recent advancements on artificial intelligence in revolutionizing transportation geotechnics: Integration and innovations (2013–2025)
  2. Editorial: Artificial intelligence (AI) applications in ground improvement
  3. Behavior of Fine-Grained Residual Soil under Cyclic Loading
  4. Advancing transportation geotechnics through digital technologies
  5. Dissipation boundaries for bender element experiments on geomaterials based on experimental and computational models
  6. Multifunctional Cementitious Composites from Fabrication to Their Application in Pavement: A Comprehensive Review
  7. Multifunctional Cementitious Composites from Fabrication to Their Application in Pavement: A Comprehensive Review
  8. Revealing the nature of soil liquefaction using machine learning
  9. Self-sensing cementitious composites for structural health monitoring: recent advances and challenges and future prospects
  10. A Modified Rowe Cell with Bender Elements for Small Strain Shear Modulus Measurements
  11. Influence of cement and water content on the multifaceted capabilities of a self-sensing cement-based geocomposite: a comprehensive analysis
  12. Self-sensing cementitious geocomposites in rail track substructures
  13. The pioneer of intelligent and sustainable construction in tunnel shotcrete applications: a comprehensive experimental and numerical study on a self-sensing and self-heating green cement-based composite
  14. A Computational Platform for Automatic Signal Processing for Bender Element Sensors
  15. Performance of Self-Sensing Cement-Stabilized Sand under Various Loading Conditions
  16. Performance of Self-Sensing Cementitious Composite under Various Loading Conditions
  17. Evaluation procedure for damage detection by a self-sensing cement composite
  18. A Multifunctional Cementitious Composite for Pavement Subgrade
  19. An advanced cement-based geocomposite with autonomous sensing and heating capabilities for enhanced intelligent transportation infrastructure
  20. A Multifunctional Cementitious Composite for Pavement Subgrade
  21. Modelo de previsão da deformação permanente de fundações de vias-férreas com recurso a uma rede neuronal artificial
  22. Sistema de monitorização e gestão de terraplenagens baseado em digital twin e simulação de um caso de estudo
  23. Application of self-sensing cement-stabilized sand for damage detection
  24. Stress and damage-sensing capabilities of asphalt mixtures incorporating graphene nanoplatelets
  25. Influence of train speed and its mitigation measures in the short- and long-term performance of a ballastless transition zone
  26. An Evolutionary Neural Network Approach for Slopes Stability Assessment
  27. A self-sensing and self-heating planar braided composite for smart civil infrastructures reinforcement
  28. Smart Geosynthetics and Prospects for Civil Infrastructure Monitoring: A Comprehensive and Critical Review
  29. Editorial
  30. Short and long term performance of a slab track in a transition zone: an embankment to tunnel analysis
  31. Case Study of an Inert Steel Aggregate in Road Construction: Characterization and Monitoring of the Structural Behaviour
  32. Prediction of resilient modulus of ballast under cyclic loading using machine learning techniques
  33. A Toolbox for the Automatic Interpretation of Bender Element Tests in Geomechanics
  34. Neural Network-Based Model to Predict Permanent Deformation Induced in the Subgrade by the Passage of the Trains
  35. Three-dimensional braided composites as innovative smart structural reinforcements
  36. Influence of the Train Speed on the Long Term Performance of the Subgrade of the Ballasted and Ballastless Tracks
  37. Editorial
  38. Effects of Electrodes Layout and Filler Scale on Percolation Threshold and Piezoresistivity Performances of a Cementitious-Based Geocomposite
  39. Ballastless railway track transition zones: An embankment to tunnel analysis
  40. A geomechanics classification for the rating of railroad subgrade performance
  41. A review of intrinsic self-sensing cementitious composites and prospects for their application in transport infrastructures
  42. Effects of multiscale carbon-based conductive fillers on the performances of a self-sensing cementitious geocomposite
  43. Intelligent Construction for Infrastructure—The Framework
  44. Maintenance Planning Framework for Rock Slope Management
  45. Innovative self-sensing fiber-reinforced cemented sand with hybrid CNT/GNP
  46. FreeHyTE: A Hybrid-Trefftz Finite Element Platform for Poroelastodynamic Problems
  47. A geotecnia nos pavimentos e vias-férreas e prospetivas para a era digital
  48. Editorial
  49. Receptance Test Performed on a Laboratory Ballasted Track Section
  50. Stress and permanent deformation amplification factors in subgrade induced by dynamic mechanisms in track structures
  51. Development of a Novel Multifunctional Cementitious-Based Geocomposite by the Contribution of CNT and GNP
  52. Optimisation of receiver's location in bender element experiments using computational wave filtration
  53. Editorial
  54. A hybrid-Trefftz finite element platform for solid and porous elastodynamics
  55. Influence of track foundation on the performance of ballast and concrete slab tracks under cyclic loading: Physical modelling and numerical model calibration
  56. Editorial
  57. Evaluation of CNT/GNP’s synergic effects on the Mechanical, Microstructural, and durability properties of a cementitious composite by the novel dispersion method
  58. Ultra-Sensitive Affordable Cementitious Composite with High Mechanical and Microstructural Performances by Hybrid CNT/GNP
  59. An Effective Method for Hybrid CNT/GNP Dispersion and Its Effects on the Mechanical, Microstructural, Thermal, and Electrical Properties of Multifunctional Cementitious Composites
  60. Mechanistic-empirical permanent deformation models: Laboratory testing, modelling and ranking
  61. Editorial
  62. Influence of Track Irregularities in the Stress Levels of the Ballasted and Ballastless Tracks
  63. Improved performance of ballasted tracks at transition zones: A review of experimental and modelling approaches
  64. Combining Artificial Neural Networks and Genetic Algorithms for Rock Cuttings Slopes Stability Condition Identification
  65. On Frequent Evaluation of Compacted States and Soil Properties by Soil Stiffness Index Measurements
  66. Automatic Interpretation of Small Strain Shear Modulus Measurement Using Bender Elements
  67. A novel approach based on soft computing techniques for unconfined compression strength prediction of soil cement mixtures
  68. 2D numerical analysis of a cantilever retaining wall backfilled with sand–tire chips mixtures
  69. Data mining approach for unconfined compression strength prediction of laboratory soil cement mixtures
  70. Importance of controlling the degree of saturation in soil compaction linked to soil structure design
  71. Two-staged kinetics of moduli evolution with time of a lime treated soil under different curing temperatures
  72. Editorial
  73. Erratum for “Stability Condition Identification of Rock and Soil Cutting Slopes Based on Soft Computing” by Joaquim Tinoco, A. Gomes Correia, Paulo Cortez, and David G. Toll
  74. Data-Driven Model for Stability Condition Prediction of Soil Embankments Based on Visual Data Features
  75. Editorial
  76. Stress path evolution in the ground due to railway traffic. Comparison between ballasted and ballastless track systems
  77. Life cycle assessment of retaining wall backfilled with shredded tires
  78. Small strain stiffness under different isotropic and anisotropic stress conditions of two granular granite materials
  79. Stability Condition Identification of Rock and Soil Cutting Slopes Based on Soft Computing
  80. Coupled ICT and Dynamic Optimization Tools Toward an Integrated Earthwork Management System
  81. Extracting Damping Information from Resilient Modulus Tests
  82. Fixed point automatic interpretation of bender-basedG0measurements
  83. Advanced tools and techniques to add value to soil stabilization practice
  84. Editorial
  85. Prediction of surface distress using neural networks
  86. New optimization strategies of pavement maintenance: A case study for national road network in Indonesia using integrated road management system
  87. Pavement Maintenance Optimization Strategies for National Road Network in Indonesia Applying Genetic Algorithm
  88. Editorial
  89. Assessment of the Small Strain Stiffness of a Sand-Cement Mixture by Cyclic and Dynamic Test Methods
  90. Evaluation of an HMA Stiffness Modulus Based on Indirect Tensile Testing
  91. Small Strain Stiffness of Sand under Different Isotropic and Anisotropic Stress Paths Measured by Seismic Wave-Based Testing Techniques
  92. Genetic Algorithm Applied for Optimization of Pavement Maintenance under Overload Traffic: Case Study Indonesia National Highway
  93. Intelligent Compaction Technology for Geomaterials: A Demonstration Project
  94. Jet grouting column diameter prediction based on a data-driven approach
  95. Effect of water content on the resilient behavior of non standard unbound granular materials
  96. A review of sustainable approaches in transport infrastructure geotechnics
  97. Introduction for the 1st Proctor Lecture
  98. Bender-based
  99. A Novel Integrated Optimization System for Earthwork Tasks
  100. Metaheuristics, Data Mining and Geographic Information Systems for Earthworks Equipment Allocation
  101. A Data-driven Approach for qu Prediction of Laboratory Soil-cement Mixtures
  102. A Retrospective View of EMM-ARM: Application to Quality Control in Soil-improvement and Complementary Developments
  103. A review on smart self-sensing composite materials for civil engineering applications
  104. Development of Smart Braided Structures for Sensing of Geotechnical Structures
  105. Importance of Controlling the Degree of Saturation in Soil Compaction
  106. Multiobjective Optimization of Maintenance Scheduling: Application to Slopes and Retaining Walls
  107. Preface
  108. Strength of Non-traditional Granular Materials Assessed from Drained Multistage Triaxial Tests
  109. The Data Mining Applied for the Prediction of Highway Roughness due to Overloaded Trucks
  110. An evolutionary multi-objective optimization system for earthworks
  111. A new empirical system for rock slope stability analysis in exploitation stage
  112. Combining Data Mining and Evolutionary Computation for Multi-criteria Optimization of Earthworks
  113. Assessment of shear modulus by different seismic wave-based techniques
  114. Effect of non saturation on the strength and stiffness of a compacted clayey sand
  115. Measurement of shear modulus using bender elements and resonant-column
  116. Study of suction-water content calibrations for the Whatman No. 42 filter paper
  117. Comparison between Laboratory and Field Stiffness by Wave Measurements
  118. Analysis of nonlinear soil modelling in the subgrade and rail track responses under HST
  119. Single-Function Approach to Calibrating Whatman No. 42 Filter Paper Based on Suction Versus Water Content Relationships
  120. Use of DM Techniques in Earthworks Management: A Case Study
  121. Front Matter
  122. Laboratory and Field Mechanical Waves Measurements to Evaluate Material Stiffness
  123. Portuguese Experience on Asphalt Pavements Design Supported by In Situ Performance Evaluations
  124. Prediction of Soil-Cement Mechanical Properties by EC2 Modified Approach Based on Early Age Test Results
  125. Characterization, Modeling, and Evaluation of Geotechnical Engineering Systems
  126. Analysis of the performance of an evolutionary computation algorithm in the identification of geomechanical parameters in underground works
  127. Methodology for a probabilistic analysis of an RCC gravity dam construction. Modelling of temperature, hydration degree and ageing degree fields
  128. Editorial
  129. A novel approach to predicting Young's modulus of jet grouting laboratory formulations over time using data mining techniques
  130. Continuous monitoring of sand–cement stiffness starting from layer compaction with a resonant frequency-based method: Issues on mould geometry and sampling
  131. Support vector machines applied to uniaxial compressive strength prediction of jet grouting columns
  132. Development of Hybrid Braided Composite Rods for Reinforcement and Health Monitoring of Structures
  133. Continuous stiffness assessment of cement-stabilised soils from early age
  134. Reliability-based evaluation of vertical bearing capacity of piles using FORM and MCS
  135. Compaction Management: Results of a Demonstration Project
  136. Prediction of Soil-Cement Mechanical Properties Using EC2 Approach
  137. Determination of the Small-Strain Stiffness of Hard Soils by Means of Bender Elements and Accelerometers
  138. Braided composite rods: Innovative fibrous materials for geotechnical applications
  139. The Concept of Effective Stress in Unsaturated Soils
  140. Small strain shear modulus of an unsaturated sandy soil
  141. Sensitivity analysis of vertically loaded pile reliability
  142. Artificial Intelligence Applications in Transportation Geotechnics
  143. Trends and challenges in earthworks for transportation infrastructures
  144. A conceptual model for reliability analysis of pavement foundations
  145. Evaluation of a linear elastic 3D FEM to simulate rail track response under a high-speed train
  146. Jet grouting deformability modulus prediction using data mining tools
  147. Jet Grouting Mechanicals Properties Prediction using Data Mining Techniques
  148. Modeling and Monitoring of an Excavation Support Using CSM
  149. Case Study to Promote the Use of Industrial Byproducts: The Relevance of Performance Tests
  150. The work of ISSMGE TC3 (Geotechnics of pavements) and how it links to earthworks
  151. Back analysis of geomechanical parameters by optimisation of a 3D model of an underground structure
  152. A Data Mining Approach for Predicting Jet Grouting Geomechanical Parameters
  153. Strength and Micro Observations on a Lime Treated Silty Soil
  154. Continuous Stiffness Monitoring of Cemented Sand through Resonant Frequency
  155. Uncertainty and Sensitivity Analysis of FWD Test
  156. Venda Nova II Powerhouse Complex—Geomechanical Characterization, Numerical Modeling, and Back Analysis of Geomechanical Parameters
  157. Instrumentation, Testing, and Modeling of Soil and Rock Behavior
  158. MECHANISTIC-BASED APPROACH FOR SUSTAINABLE PAVEMENT FOUNDATION DESIGN AND CONSTRUCTION
  159. A macro geomechanical approach to rank non-standard unbound granular materials for pavements
  160. Application of data mining techniques in the estimation of the uniaxial compressive strength of jet grouting columns over time
  161. New Models for Strength and Deformability Parameter Calculation in Rock Masses Using Data-Mining Techniques
  162. Application of Data Mining in Transportation Geotechnics
  163. Using Data Mining Techniques to Predict Deformability Properties of Jet Grouting Laboratory Formulations over Time
  164. Application of Data Mining Techniques in the Estimation of Mechanical Properties of Jet Grouting Laboratory Formulations over Time
  165. Mechanical Behavior of Natural and Recycled Granular Materials for Roads
  166. Administrative report: TC3 – Geotechnics of pavements
  167. A data mining approach for Jet Grouting Uniaxial Compressive Strength prediction
  168. Bayesian methodology for updating geomechanical parameters and uncertainty quantification
  169. Contribution of Loamy Soil Treatment to Improve Embankments Performance
  170. Characterizing natural and recycled granular materials for (sub)base layers of roads by cyclic triaxial testing
  171. Comparison of in situ performance-based tests methods to evaluate moduli of railway embankments
  172. Data mining applied to compaction of geomaterials
  173. Influence of the stiffness-damping coupling of the foundation in the performance of a high-speed train track
  174. Measurement of vibrations induced by high-speed trains
  175. Precision triaxial equipment for the evaluation of the elastic behavior of soils
  176. Resilient Behaviour of non Standard Unbound Granular Materials
  177. Resilient Behaviour of non Standard Unbound Granular Materials
  178. Evaluation of filter paper calibrations for indirect determination of soil suctions of an unsaturated compacted silty sand
  179. Evaluation of mechanical properties of jet-grouting columns using different test methods
  180. Portuguese steel slags. A new geomaterial
  181. Innovations in design and construction of granular pavements and railways
  182. Design and Construction of Pavements and Rail Tracks
  183. Alternative models for the calculation of the RMR and Q indexes for granite rock masses
  184. Dynamic analysis of rail track for high speed trains. 2D approach
  185. Numerical analysis of the Venda Nova II powerhouse complex
  186. Vertical Stability of Anchored Concrete Soldier–Pile Walls in Clay
  187. Generalised Effective Stress Analysis of Strength and Small Strains Behaviour of a Silty Sand, from Dry to Saturated State
  188. Validation of an elastoplastic model to predict secant shear modulus of natural soils by experimental results
  189. Aspects of the behaviour of compacted clayey soils on drying and wetting paths
  190. Importance of Non-Linear Soil Behaviour on Modelling Rail Track Response