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E-raamat: Prevention of Reflective Cracking in Pavements [Taylor & Francis e-raamat]

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  • Formaat: 152 pages
  • Sari: RILEM Reports
  • Ilmumisaeg: 12-Dec-2019
  • Kirjastus: CRC Press
  • ISBN-13: 9780429078330
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Prevention of Reflective Cracking in PavementsSuurem pilt
  • Formaat: 152 pages
  • Sari: RILEM Reports
  • Ilmumisaeg: 12-Dec-2019
  • Kirjastus: CRC Press
  • ISBN-13: 9780429078330
Teised raamatud teemal:
Taylor & Francis e-raamatudRohkem infot Taylor & Francis e-raamatute kohta
Raamatu kodulehekülg: https://www.taylorfrancis.com/books/9780429078330
Crack reflection through a road structure is one of the main causes of premature pavement deterioration. This is a widespread problem in many countries and highway maintenance authorities are having to find economic means of repairing and upgrading their pavements. This book is the eagerly awaited state-of-the-art report which considers all different aspects of the subject including assessment and use of overlay systems.
Contributors -- RILEM Technical Committee 157 PRC xi
Preface xiii
1 Cracking in pavements: nature and origin of cracks
1(15)
G. Colombier
1.1 Introduction
1(1)
1.2 The various types of pavements or road structures
1(1)
1.2.1 Rigid Structures
1(1)
1.2.2 Semirigid Structures
2(1)
1.2.3 Flexible Structures
2(1)
1.3 The various forms of cracking in pavements
2(3)
1.3.1 Possible Origins of Cracks
2(1)
1.3.2 Shapes and Patterns of Cracks
3(2)
1.4 Cracking types in various road structures
5(3)
1.4.1 Cracking Types Affecting all Structures
5(1)
1.4.2 Structure-Specific Cracking Types
6(2)
1.5 Reflection of an existing crack in an overlay
8(7)
1.5.1 Loads or Stresses Causing Movements of the Crack Edges
9(1)
1.5.2 Nature of Crack Edge Movements
9(2)
1.5.3 Schematic Description of Crack Reflection Through an Overlay
11(2)
1.5.4 Detrimental Effects of the Appearance of a Crack at a Pavement Surface
13(2)
1.6 Conclusions
15(1)
1.7 References
15(1)
2 Assessment and evaluation of the reflection crack potential
16(27)
Molenaar
J. Potter
2.1 Introduction
16(1)
2.2 Nature of cracks
17(7)
2.2.1 Traffic Induced Cracking
17(2)
2.2.2 Environmental Induced Cracking
19(2)
2.2.3 Combined Effect of Traffic and Environment on the Cracking Process
21(3)
2.3 Factors influencing crack propagation
24(4)
2.4 Guidelines for pavement evaluation
28(12)
2.4.1 Problem Identification
29(2)
2.4.2 Quantification of the Problem
31(9)
2.5 Summary and conclusions
40(1)
2.6 References
40(3)
3 Crack prevention and use of overlay systems
43(18)
A. Vanelstraete
A. H. de Bondt
3.1 Introduction
43(1)
3.2 Prevention and treatment of cracks before overlaying
44(4)
3.2.1 Limitation of Crack Formation During the Initial Construction Phase
44(1)
3.2.2 Pre-Cracking Techniques for Newly Placed Cement Concrete Bases
45(2)
3.2.3 Methods Used Before Overlaying to Eliminate the Origin of Existing Cracks
47(1)
3.2.4 Methods Used During Rehabilitation to Watertightor to Limit the Activity of Existing Cracks
47(1)
3.3 The use of an overlay system
48(10)
3.3.1 Definitions and Components of an Overlay System
48(10)
3.4 Conclusions
58(1)
3.5 References
59(2)
4 Characterization of overlay systems
61(23)
A. Vanelstraete
A.H. de Bondt
L. Coward
4.1 Characterization of an interlayer system and its components
61(6)
4.1.1 Nonwovens, Grids, Steel Reinforcing Nettings
61(6)
4.1.2 Bitumen Based Interlayer Products
67(1)
4.2 Characterization of overlay systems
67(13)
4.2.1 Adherence Tests of Overlay Systems
67(4)
4.2.2 Laboratory Tests of Overlay Systems Under Repeated Thermal and Traffic Loading
71(9)
4.3 Conclusions
80(1)
4.4 References
81(3)
5 Modelling and structural design of overlay systems
84(20)
L. Francken
A. Vanelstraete
A.H. de Bondt
5.1 Introduction
84(1)
5.2 Input data for modelling
84(5)
5.2.1 Environmental and Loading Conditions
84(2)
5.2.2 Characteristics of the Basic Components of an Overlay System
86(3)
5.3 Performance laws
89(1)
5.3.1 The Fatigue Law
89(1)
5.3.2 The Crack Propagation Law
89(1)
5.4 Design Models
90(9)
5.4.1 Multilayer Linear Elastic Model
91(1)
5.4.2 Application of the Linear Elastic Multilayer Theory to Crack Propagation Problems
92(1)
5.4.3 Models Based on Equilibrium Equations
93(1)
5.4.4 Mechanistic Empirical Overlay Design Method
93(1)
5.4.5 Finite Element Analysis
93(6)
5.4.6 The Blunt Crack Band Theory
99(1)
5.5 Some remarks about modelling
99(1)
5.5.1 Limitations of Two-Dimensional Modelling
100(1)
5.5.2 The Boundary Conditions
100(1)
5.5.3 Unconventional Mechanical Properties
100(1)
5.6 Conclusions
100(1)
5.7 References
100(4)
6 Implementation of overlay systems on the construction site
104(22)
F. Verhee
J. P. Serfass
T. Levy
6.1 Application of interlayer systems and wearing courses
104(16)
6.1.1 Preparatory Works
104(2)
6.1.2 Sealing Under Bituminous Wearing Courses Or Surface Dressings
106(2)
6.1.3 Sand Asphalt Under Bituminous Wearing Courses
108(1)
6.1.4 Nonwovens Under Bituminous Wearing Courses Or Surface Dressings
109(4)
6.1.5 Membrane With Threads Sprayed In Place Under Bituminous Wearing Courses And Surface Dressings
113(2)
6.1.6 Grids Under Bituminous Wearing Courses
115(1)
6.1.7 Steel Reinforcing Nettings
116(1)
6.1.8 Three-Dimensional Honeycomb Grids
116(3)
6.1.9 Thick Dressings (Samis) Under Bituminous Wearing Courses
119(1)
6.1.10 Combined Products: Grid On Nonwoven
119(1)
6.1.11 Other Interlayer Techniques
119(1)
6.2 Wearing courses alone
120(2)
6.2.1 Surface Dressings
120(1)
6.2.2 Thick Dressings
120(1)
6.2.3 Conventional Bituminous Wearing Courses
121(1)
6.2.4 Specific Bituminous Wearing Courses
121(1)
6.3 Precracking
122(2)
6.3.1 Principle
122(1)
6.3.2 Example Of Precracking Techniques
123(1)
6.3.3 Implementation
124(1)
6.4 References
124(2)
7 Summary and conclusions
126(11)
A. Vanelstraete
L. Francken
7.1 Nature and origin of cracks (chapter 1)
126(1)
7.2 Assessment and evaluation of the crack potential (chapter 2)
127(2)
7.2.1 The Problem Identification Phase
127(1)
7.2.2 The Problem Quantification Phase
128(1)
7.3 Crack prevention and use of overlay systems (chapter 3)
129(2)
7.3.1 Prevention Methods And Treatment For Techniques For Cracks Before Overlaying
129(1)
7.3.2 The Use Of Overlay Systems
130(1)
7.4 Characterization of overlay systems (chapter 4)
131(1)
7.4.1 Characterization Of Interlayer Products
131(1)
7.4.2 Characterization Of Overlay Systems
132(1)
7.5 Modelling of overlay systems (chapter 5)
132(1)
7.6 Implementation of overlay systems on the construction site (chapter 6)
133(1)
7.7 Remaining issues
134(3)
Index 137
A. Vanelstraete and L. Francken
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