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Intro; Preface; History of the Previous RILEM Technical Committees on Pavement Cracking; Main Objectives of TC241-MCD (2011-2017); Acknowledgements; References; RILEM Publications; Contents; 1 Introduction; 1.1 Field and Accelerated Pavement Testing Studies; 1.1.1 French Motorways; 1.1.1.1 Thick Bituminous Pavements; 1.1.1.2 Semi Rigid Pavements; 1.1.2 United States Roadways; 1.1.3 Other Pavement Configurations; 1.1.3.1 Example of Typical UTW Degradations for Urban Use; 1.1.3.2 Example of Polymer Modified Stress Absorbing Membrane Interlayer Trails
1.1.4 Accelerated Pavement Cracking Studies Examples1.1.4.1 IFSTTAR Cracking and Debonding APT Examples; 1.1.4.2 Cracking Mechanism Observed on the IFSTTAR Pavement Fatigue Carousel; 1.1.4.3 Evaluation of Interface Behaviour During APT Test; 1.1.4.4 Information Coming from Fiber Grid Use for Pavement Reinforcement; 1.1.4.5 UIUC Reflective Cracking APT Interlayer Study; 1.1.4.6 Accelerated Pavement Test Loading System; 1.1.4.7 Cracking Mechanisms in Control Section; 1.1.4.8 Cracking Mechanisms in Single RCRI Overlay System; 1.1.4.9 Cracking Mitigation in Double RCRI Overlay System
1.1.4.10 APT Conferences1.2 Studies with Integrated Fracture Testing and Modelling Approaches; 1.2.1 QVCV as a Rational Framework for Advancing Cracking Research; 1.2.2 Modeling and Testing Approaches Used in Past Research: Shortcomings of Empirical Approaches; 1.3 Summary; References; 2 Cracking in Asphalt Materials; 2.1 Introduction; 2.2 Lab Tests: Static Cracking and Damage; 2.2.1 Fracture Energy Measurements Using Disk-Shaped Compact Tension Test and Compact Tension Test; 2.2.1.1 Test Setup, Procedures, and Analysis; 2.2.1.2 Examples of Test Results
2.2.2 Fracture Energy Measurements Using Fenix Test2.2.2.1 Test Setup, Procedures, and Analysis; 2.2.2.2 Examples of Test Results; 2.2.2.3 Repeatability and Sensitivity; 2.2.3 Four Point Bending Notch Fracture; 2.2.3.1 Test Setup, Procedures, and Analysis; 2.2.3.2 Results; 2.2.3.3 Summary; 2.3 Lab Tests: Cyclic Cracking and Damage; 2.3.1 Complex Modulus Testing Using Uniaxial Cylindrical Test Setup, Procedures and Analysis; 2.3.1.1 Test Results; 2.3.2 Complex Modulus and Fatigue Testing Using Cantilever Trapazoidal Beam Test; 2.3.2.1 Complex Modulus Testing: Specimen Geometry and Equipment
2.3.2.2 Complex Modulus: Brief Test Description2.3.2.3 Fatigue Testing: Specimen Geometry and Laboratory Device; 2.3.2.4 Test Results; 2.3.3 Skrinkage-Bending Test from LRPC of Autun; 2.3.3.1 Specimen Geometry and Equipment; 2.3.3.2 Brief Test Description; 2.4 Constitutive Models for Crack Initiation and Propagation; 2.4.1 Crack Growth Initiation Model for Viscoelastic Materials; 2.4.1.1 Model Introduction; 2.4.1.2 Model Formulation; 2.4.1.3 Example Application of the Crack Growth Initiation Model: Numerical Modelling of the Bitumen Fracture; 2.4.2 Cohesive Zone Fracture Model
1.1.4 Accelerated Pavement Cracking Studies Examples1.1.4.1 IFSTTAR Cracking and Debonding APT Examples; 1.1.4.2 Cracking Mechanism Observed on the IFSTTAR Pavement Fatigue Carousel; 1.1.4.3 Evaluation of Interface Behaviour During APT Test; 1.1.4.4 Information Coming from Fiber Grid Use for Pavement Reinforcement; 1.1.4.5 UIUC Reflective Cracking APT Interlayer Study; 1.1.4.6 Accelerated Pavement Test Loading System; 1.1.4.7 Cracking Mechanisms in Control Section; 1.1.4.8 Cracking Mechanisms in Single RCRI Overlay System; 1.1.4.9 Cracking Mitigation in Double RCRI Overlay System
1.1.4.10 APT Conferences1.2 Studies with Integrated Fracture Testing and Modelling Approaches; 1.2.1 QVCV as a Rational Framework for Advancing Cracking Research; 1.2.2 Modeling and Testing Approaches Used in Past Research: Shortcomings of Empirical Approaches; 1.3 Summary; References; 2 Cracking in Asphalt Materials; 2.1 Introduction; 2.2 Lab Tests: Static Cracking and Damage; 2.2.1 Fracture Energy Measurements Using Disk-Shaped Compact Tension Test and Compact Tension Test; 2.2.1.1 Test Setup, Procedures, and Analysis; 2.2.1.2 Examples of Test Results
2.2.2 Fracture Energy Measurements Using Fenix Test2.2.2.1 Test Setup, Procedures, and Analysis; 2.2.2.2 Examples of Test Results; 2.2.2.3 Repeatability and Sensitivity; 2.2.3 Four Point Bending Notch Fracture; 2.2.3.1 Test Setup, Procedures, and Analysis; 2.2.3.2 Results; 2.2.3.3 Summary; 2.3 Lab Tests: Cyclic Cracking and Damage; 2.3.1 Complex Modulus Testing Using Uniaxial Cylindrical Test Setup, Procedures and Analysis; 2.3.1.1 Test Results; 2.3.2 Complex Modulus and Fatigue Testing Using Cantilever Trapazoidal Beam Test; 2.3.2.1 Complex Modulus Testing: Specimen Geometry and Equipment
2.3.2.2 Complex Modulus: Brief Test Description2.3.2.3 Fatigue Testing: Specimen Geometry and Laboratory Device; 2.3.2.4 Test Results; 2.3.3 Skrinkage-Bending Test from LRPC of Autun; 2.3.3.1 Specimen Geometry and Equipment; 2.3.3.2 Brief Test Description; 2.4 Constitutive Models for Crack Initiation and Propagation; 2.4.1 Crack Growth Initiation Model for Viscoelastic Materials; 2.4.1.1 Model Introduction; 2.4.1.2 Model Formulation; 2.4.1.3 Example Application of the Crack Growth Initiation Model: Numerical Modelling of the Bitumen Fracture; 2.4.2 Cohesive Zone Fracture Model