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8th RILEM International Conference on Mechanisms of Cracking and Debonding in Pavements

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Table of Contents

  1. Altmetric Badge
    Book Overview
  2. Altmetric Badge
    Chapter 1 Cracking and Linear Visco Elastic Binder Properties
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    Chapter 2 Evaluation of Fatigue Behavior of Aged Asphalt Mixtures Using the Simplified Viscoelastic Continuum Damage Model
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    Chapter 3 GB5 ® Mix Design: A New Approach for Aggregate Grading Optimization for Heavy Duty Flexible Pavements
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    Chapter 4 Modelling the Hysteresis Loops of Hot Mix Asphalt
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    Chapter 5 Prediction of Hot Mix Asphalt Stiffness Behavior by Means of Multiscale Modeling
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    Chapter 6 Simulation of the Asymptotic Behaviour of Bituminous Mixtures Using the Discrete Element Method
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    Chapter 7 Visco-Plastic Behavior of Bituminous Mixtures: Experiments and Modeling
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    Chapter 8 Effect of Fiber Grid Reinforcement on Crack Initiation and Propagation in Asphalt Concrete
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    Chapter 9 Fracture Characterization of Grid-Reinforced Asphalt Pavements
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    Chapter 10 Impact of Loading Rate and Temperature on Tensile Strength of Asphalt Mixtures at Low Temperatures
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    Chapter 11 Numerical Correlation Between Low Temperature SCB Fracture and IDT Strength of Asphalt Mixture Using FEM Analysis
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    Chapter 12 A Study of Longitudinal Crack Which Occurs to the Surface of Asphalt Pavement by Wheel Tracking Test
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    Chapter 13 Effect of Ageing and Water Action on the Cracking Resistance of Asphalt Mixtures
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    Chapter 14 Effect of Stress Singularity on the Scaling Law of Asphalt Mixture Strength at Low Temperature
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    Chapter 15 Analysis of Cracking Resistance of Bituminous Mixtures Under Monotonic and Cyclic Loads
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    Chapter 16 Effects of Ageing on Warm Mix Asphalts with High Rates of Reclaimed Asphalt Pavement
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    Chapter 17 Fracture Energy Evaluation of “Interstitial Asphalt Mixtures”
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    Chapter 18 Significance of Oxidative Aging on the Thermal Cracking Predictions in Asphalt Concrete Pavements
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    Chapter 19 Viscoelastic Properties of Bituminous Composites Using Multiscale Heterogeneous Numerical Simulation and Micromechanical Analytical Self-consistent Model
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    Chapter 20 Low Temperature Cracking Problem for Asphalt Pavements in Kazakhstan
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    Chapter 21 Research of Cracks Formation at Transport Facilities of Azerbaijan
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    Chapter 22 Crack Evolution of Asphalt Mixtures Under Compressive Monotonic and Repeated Loads
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    Chapter 23 A Simple Fracture Model for Hot Mix Asphalt Based on Fundamental Fatigue Parameters
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    Chapter 24 Low Temperature Cracking Properties of Asphalt Mixtures Containing Rubber Bitumen Pellets
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    Chapter 25 Reinforcement of a Cracked Steel Plate Using CFRP Bonding
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    Chapter 26 Characterizing Non-linear Fatigue Crack Growth and Size Effect in Plain Concrete Beams with a Hybrid Effective Crack and Cohesive Zone Model
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    Chapter 27 A New Approach for the Study of Fatigue Cracking Phenomenon in Bituminous Mixtures
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    Chapter 28 Bump Formation on a Semi-Rigid Pavement: Interpretation and Modeling Using the Thick Level Set (TLS) Approach for Damage Growth
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    Chapter 29 Modelling of the Fatigue Damage of Geogrid Reinforced Asphalt Concrete
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    Chapter 30 Predicting the Performance of SAMI Systems
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    Chapter 31 Reflective Cracking in Asphalt Overlays Reinforced with Geotextiles
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    Chapter 32 Understanding the Effects of Ageing and Temperature on the Fatigue Cracking Resistance of Bituminous Mixtures
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    Chapter 33 Multiplicative Viscoelastic-Viscoplastic Damage-Healing Model for Asphalt-Concrete Materials
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    Chapter 34 Self-Healing of Dense Asphalt Concrete by Two Different Approaches: Electromagnetic Induction and Infrared Radiation
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    Chapter 35 Mechanisms in Healing of Bitumen and the Impact of Normal Force
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    Chapter 36 Assessment of Healing Properties of Asphalt Mixtures
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    Chapter 37 Cracking Performance of Lower Asphalt Binder Coarse Hot Mix Asphalt Mixes
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    Chapter 38 Combined Effect of SBS and Devulcanized Rubber (DVR) Modification on Performance Grade and Fatigue Cracking Resistance of Asphalt Binders
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    Chapter 39 Determining the Allowable Content of RAP in HMA with Regard to Fatigue Resistance
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    Chapter 40 Effect of Bitumen Type and Content on the Cracking Resistance of Asphalt Mixtures at Different Temperatures
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    Chapter 41 Effects of Recycled Shingle and Virgin Asphalt Binder Mixing on Mixture Performance
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    Chapter 42 Impact of Additives on the Cracking Resistance of Asphalt Mixtures
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    Chapter 43 Mixture and Production Parameters Affecting Cracking Performance of Mixtures with RAP and RAS
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    Chapter 44 Shrinkage Characteristics of Alkali-Activated Slag Mortar with SAP
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    Chapter 45 The Impact of Homogeneity of High Modulus Asphalt Concrete Layer on Low-Temperature Cracking
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    Chapter 46 The Influence Mineral Additions on the Failure Properties of Bitumen Emulsion Mortars
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    Chapter 47 Influence of SAMI on the Performance of Reinforcement Grids
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    Chapter 48 Investigating SAMI System Performance Through Pilot-Scale Testing
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    Chapter 49 Fast and Easy Road Renovation Through a Steel Based Anti-reflective Cracking Interlayer for Asphalt Overlays
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    Chapter 50 Reflective Cracking Included into Routine Design of New Asphaltic Pavements
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    Chapter 51 M4-5n Numerical Solution Using the Mixed FEM, Validation Against the Finite Difference Method
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    Chapter 52 A Comprehensive Study About Stresses in Upside-Down Pavements
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    Chapter 53 Developing an Indicator for Fatigue Cracking in Hot Mix Asphalt Pavements Using Viscoelastic Continuum Damage Principles
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    Chapter 54 Effect of Heavy Traffic Loading on Predicted Pavement Fatigue Life
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    Chapter 55 Effect of Temperature and Traffic Speed on the Asphalt Moduli for Fatigue Cracking and Pavement Structural Design Considerations
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    Chapter 56 Flexural Properties of Cemented Granular Materials for Pavement Design
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    Chapter 57 Mechanistic Evaluation of the Long Term Performance Characteristics of Warm Mix Additives in Modified Asphalt Mixtures
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    Chapter 58 Performance Assessment of JPCP and CRCP Rigid Pavements Implementing M-E Analysis
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    Chapter 59 Weak Interlayers Found in Flexible and Semi-flexible Road Pavements
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    Chapter 60 EME2 Fatigue Properties and Pavement Design in a Sub-tropical Climate
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    Chapter 61 Comparative Assessment of Pavement Fatigue Life Prediction Approaches for Use in Performance Based Specification
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    Chapter 62 Coupling a Multi-linear Fatigue Model and a Pavement Model to Estimate Truck Aggressiveness
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    Chapter 63 Prediction of Thermally-Induced Reflective Cracking Using Full-Scale Test Data
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    Chapter 64 Influence of Specimen Dimension and Test Speed on the Shear Strength of Bituminous Interfaces
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    Chapter 65 Investigation of the Impact of Conditions of Application of Tack Coats on the Interlayer Bond Strength
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    Chapter 66 Damage Modeling of Asphaltic Pavement Rough Interfaces Under Tensile and Shear Loading
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    Chapter 67 Effect of Reinforced Asphalt Pavements on Reflective Crack Propagation and Interlayer Bonding Performance
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    Chapter 68 Role of Concrete-Asphalt Interface in Bonded Concrete Overlays of Asphalt Pavements
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    Chapter 69 Adhesion Between Asphalt Layers Through the Leutner Shear Test
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    Chapter 70 Advanced Characterisation Methods for Interface Shear Resistance for Airport Overlays
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    Chapter 71 Analysis of the Draft European Standard on Interlayer Bonding and Understanding of the Influencing Factors
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    Chapter 72 Comparative Analysis of Interlayer Bonding Behaviour of Different Types of Pavement Interfaces
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    Chapter 73 Investigation of Bond Between Asphalt Layers in Flexible Pavement
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    Chapter 74 Performance-Based Test Regime for High Friction Surfacing Systems on Asphalt Pavements
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    Chapter 75 Round Robin Tests on Reflective Cracking Laboratory Tools
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    Chapter 76 The Effect of Interface Bonding Criterion on Pavement Design Reinforcement
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    Chapter 77 Development of a Pull-off Test to Measure the Bond Strength of Bituminous Emulsions
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    Chapter 78 Debonding in Airfield Pavement Hot Mix Asphalt Layers
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    Chapter 79 8th RILEM International Conference on Mechanisms of Cracking and Debonding in Pavements
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    Chapter 80 Localized Debonding as a Potential Mechanism for Near-Surface Cracking
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    Chapter 81 Experimental Evidence of the Viscoelastic Behavior of Interfaces in Bituminous Pavements—An Explanation to Top-Down Cracking?
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    Chapter 82 Experimental Characterization of the Interface Damage Between Bituminous Layers: From the Interphase to the Interface Properties
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    Chapter 83 Moisture-Induced Debonding Mechanisms in Asphalt Mixtures
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    Chapter 84 Is Debonding in Concrete Pavements Unavoidable?
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    Chapter 85 Durability of FRP to Concrete Bonded Interface Under Accelerated Ageing
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    Chapter 86 Mixed-Mode Debonding Approach to Evaluate Water Sensibility in Bi-Layer Composite Pavement
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    Chapter 87 Effect of Incorporating Rubber Aggregates and Fiber Reinforcement on the Durability of Thin Bonded Cement-Based Overlays
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    Chapter 88 Debonding Mechanism of Bonded Concrete Overlay According to Horizontal Traffic Loading
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    Chapter 89 Study of Delamination and Cracking of Multilayered Systems Used as Waterproofing and Wearing Course Solutions for Orthotropic Steel Bridge Decks: 10 Years Feedback
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    Chapter 90 Effect of Hydrodemolition and Cutting Diameter of Pull-off Test on the Bond Strength of LMC Bridge Deck Pavement
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    Chapter 91 Instrumentation of Large Scale Direct Shear Test to Study the Progressive Failure of Concrete/Rock Interface
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    Chapter 92 Assessment of Low-Temperature Cracking in Asphalt Concrete Pavements Using an Acoustic Emission Approach
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    Chapter 93 Damage Detection in Pavement Structures Using Self-powered Sensors
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    Chapter 94 Detection and Survey of Interface Defects Within a Pavement Structure with Ultrasonic Pulse Echo
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    Chapter 95 Investigation of Energy-Based Crack Initiation Threshold from Meso-Scale Asphalt Concrete Response
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    Chapter 96 Mechanical Behavior of Asphalt Mixture Based on X-ray Computed Tomography Images and Random Generation of Aggregates Skeleton
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    Chapter 97 Determination of Asphalt Pavements Fracture Parameters Using Optical Approaches
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    Chapter 98 Applying a Full-Field Measurement Technique to Study the Mechanical Behavior of Asphalt Mixtures
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    Chapter 99 Application of a Coupled Digital Image Correlation and Discrete Element Method Approach to Model Low Temperature Asphalt Concrete Fracture
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    Chapter 100 Automatic Crack Detection on Pavement Images for Monitoring Road Surface Conditions—Some Results from the Collaborative FP7 TRIMM Project
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    Chapter 101 Digital Image Correlation to Monitor Cracking and Induction Healing of Asphalt Roads
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    Chapter 102 Digitized Measurement of the Cracking Index on the Facings of Concrete Structures
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    Chapter 103 Monitoring of Debonding or Cracking in Bending Tests by Virtual Image Correlation
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    Chapter 104 Progress in Monitoring the Debonding Within Pavement Structures During Accelerated Pavement Testing on the Fatigue Carousel
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    Chapter 105 Relative Near Surface Pavement Performance for Dual and Wide-Base Tyre Assemblies Using a Finite Element Method
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    Chapter 106 Assessment of HWD Ability to Detect Debonding of Pavement Layer Interfaces
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Title
8th RILEM International Conference on Mechanisms of Cracking and Debonding in Pavements
Published by
Springer Netherlands, January 2016
DOI 10.1007/978-94-024-0867-6
ISBNs
978-9-40-240866-9, 978-9-40-240867-6
Editors

Armelle Chabot, William G. Buttlar, Eshan V. Dave, Christophe Petit, Gabriele Tebaldi

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The data shown below were collected from the profiles of 2 X users who shared this research output. Click here to find out more about how the information was compiled.
Mendeley readers

Mendeley readers

The data shown below were compiled from readership statistics for 61 Mendeley readers of this research output. Click here to see the associated Mendeley record.

Geographical breakdown

Country Count As %
Unknown 61 100%

Demographic breakdown

Readers by professional status Count As %
Student > Ph. D. Student 20 33%
Student > Master 9 15%
Researcher 8 13%
Professor > Associate Professor 4 7%
Student > Doctoral Student 2 3%
Other 4 7%
Unknown 14 23%
Readers by discipline Count As %
Engineering 36 59%
Computer Science 1 2%
Unspecified 1 2%
Chemistry 1 2%
Social Sciences 1 2%
Other 0 0%
Unknown 21 34%