Mechanisms of cracking and debonding in asphalt and composite pavements :
General Material Designation
[Book]
Other Title Information
state-of-the-art of the RILEM TC 241-MCD /
First Statement of Responsibility
William G. Buttlar, Armelle Chabot, Eshan V. Dave, Christophe Petit, Gabriele Tebaldi, editors.
.PUBLICATION, DISTRIBUTION, ETC
Place of Publication, Distribution, etc.
Cham, Switzerland :
Name of Publisher, Distributor, etc.
Springer,
Date of Publication, Distribution, etc.
2018.
PHYSICAL DESCRIPTION
Specific Material Designation and Extent of Item
1 online resource (xxi, 237 pages) :
Other Physical Details
illustrations
SERIES
Series Title
RILEM state-of-the-art reports,
Volume Designation
volume 28
ISSN of Series
2213-204X ;
INTERNAL BIBLIOGRAPHIES/INDEXES NOTE
Text of Note
Includes bibliographical references.
CONTENTS NOTE
Text of Note
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.
Text of Note
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.
Text of Note
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.
Text of Note
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.
Text of Note
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.
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SUMMARY OR ABSTRACT
Text of Note
Premature cracking in asphalt pavements and overlays continues to shorten pavement lifecycles and creates significant economic and environmental burden. In response, RILEM Technical Committee TC 241-MCD on Mechanisms of Cracking and Debonding in Asphalt and Composite Pavements has conducted a State-of-the-Art Review (STAR), as detailed in this comprehensive book. Cutting-edge research performed by RILEM members and their international partners is presented, along with summaries of open research questions and recommendations for future research. This book is organized according to the theme areas of TC 241-MCD - i.e., fracture in the asphalt bulk material, interface debonding behaviour, and advanced measurement systems. This STAR is expected to serve as a long term reference for researchers and practitioners, as it contributes to a deeper fundamental understanding of the mechanisms behind cracking and debonding in asphalt concrete and composite pavement systems.