All Stories

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