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Mechanisms of cracking and debonding in asphalt and composite pavements : state-of-the-art of the RILEM TC 241-MCD Preview this item
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Mechanisms of cracking and debonding in asphalt and composite pavements : state-of-the-art of the RILEM TC 241-MCD

Author: William G Buttlar; Armelle Chabot; Eshan V Dave; Christophe Petit; Gabriele Tebaldi
Publisher: Cham, Switzerland : Springer, 2018.
Series: RILEM state of the art reports, v. 28.
Edition/Format:   eBook : Document : EnglishView all editions and formats
Summary:
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  Read more...
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Genre/Form: Electronic books
Additional Physical Format: Printed edition:
Material Type: Document, Internet resource
Document Type: Internet Resource, Computer File
All Authors / Contributors: William G Buttlar; Armelle Chabot; Eshan V Dave; Christophe Petit; Gabriele Tebaldi
ISBN: 9783319768496 3319768492
OCLC Number: 1038068468
Description: 1 online resource (xxi, 237 pages) : illustrations
Contents: 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.
Series Title: RILEM state of the art reports, v. 28.
Responsibility: William G. Buttlar, Armelle Chabot, Eshan V. Dave, Christophe Petit, Gabriele Tebaldi, editors.

Abstract:

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.

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