Proceedings of the 10th International Conference on Maintenance and Rehabilitation of Pavements : MAIREPAV10 - Volume 1 / edited by Paulo Pereira, Jorge Pais.

Format:

Book

Contributor:

Pereira, Paulo, 1937- editor.

Pais, Jorge, editor.

Series:

Lecture Notes in Civil Engineering, 2366-2565 ; 522

Language:

English

Subjects (All):

Building materials.

Transportation engineering.

Traffic engineering.

Materials--Analysis.

Materials.

Engineering geology.

Foundations.

Building Materials.

Transportation Technology and Traffic Engineering.

Materials Characterization Technique.

Geoengineering.

Foundation Engineering.

Local Subjects:

Building Materials.

Transportation Technology and Traffic Engineering.

Materials Characterization Technique.

Geoengineering.

Foundation Engineering.

Physical Description:

1 online resource (643 pages)

Edition:

1st ed. 2024.

Place of Publication:

Cham : Springer Nature Switzerland : Imprint: Springer, 2024.

Summary:

This book gathers the proceedings of the 10th International Conference on Maintenance and Rehabilitation of Pavements (MAIREPAV10), held in Guimarães, Portugal on July 24-26, 2024. The conference series has been established to promote and discuss state-of-the-art design, maintenance, rehabilitation and management of pavements. The respective contributions share the latest insights from research and practice in the maintenance and rehabilitation of pavements, and discuss advanced materials, technologies and solutions for achieving an even more sustainable and environmentally friendly infrastructure. .

Contents:

Intro

Preface

Contents

Bitumen Characterisation

Investigating the Potential Effects of Limestone and Bitumen Substrates on Photocatalytic NOx Degradation

1 Introduction

2 Materials and Methods

2.1 Sample Preparation

2.2 X-ray Diffraction (XRD)

2.3 Confocal Laser Scanning Microscopy (CLSM)

2.4 Fourier Transform Infrared Spectroscopy (FTIR)

2.5 NOx Degradation

3 Results and Discussions

3.1 X-ray Crystallography

3.2 Surface Morphology and Roughness

3.3 Fourier Transform Infrared Microscopy

3.4 NOx Degradation Analysis

4 Conclusion

References

UV Aging Resistance of Modified Bitumen: Comparison of SBS and Biochar

2.1 Materials

3 Results and Discussion

Study on Storage Stability and Aging Resistance of Solvent-Free SiO2 Nanofluids Modified Asphalt

2 Material and Experiments

2.2 Preparation

2.3 Tests

3.1 FTIR

3.2 Storage Stability

3.3 Aging Performance

4 Conclusions

Performance-Related Characterization of SBS-Modified Bitumen-Filler Mastics Incorporating Hydrated Lime

2.1 Materials.

2.2 Methods

3.1 Stiffening Mechanism

3.2 Permanent Deformation Resistance

3.3 Thermal Cracking Susceptibility

3.4 Fatigue Cracking Resistance

4 Conclusive Remarks

Correction Factors for Prismoidal Bituminous Mortar in Torsion

2 Theory

2.1 Torsion in DSR

2.2 Torsion in Prismoidal Specimens

2.3 Vlasov Correction Factor

2.4 Szabó Correction Factor

3 Materials and Sample Preparation

3.1 Materials

4 Experimental Investigation

4.1 Testing Procedure

4.2 Frequency Sweep.

5 Results and Discussion

5.1 Influence of Temperature and Frequency

5.2 Correction Factors

6 Conclusion

Fatigue Behavior of Bitumen and Mastic Using Higher-Order Harmonics

2 Experimental Investigation

2.2 Test Method

3.1 Fatigue Behavior Based on Absolute Shear Modulus

3.2 Fatigue Behavior Based on Energy Dissipation (RDEC Approach)

3.3 Fatigue Behavior Based on Higher-Order Harmonics

Monotonic Torsional Loading Test for the Evaluation of Low-Temperature Performance of Asphalt Binders

2 MTL Test Outcome and Modelling

3 Experimental Investigation

4 Results

5 Conclusions

Brazilian Methodology for Using Imported Asphalt in Blocks and Permanent Deformation Rheological Behaviour Evaluation

2 Materials and Method

2.2 Methodology Developed for Using Imported Asphalt in Blocks

2.3 Experimental Methodology

3 Results

3.1 Characterization Tests

3.2 Rheological Parameters

3.3 Multiple Stress Creep Recovery (MSCR) Test Results

Asphalt Mixtures

Moisture Susceptibility of Lime-Modified Asphalt Mixture Containing EAF Slag: A Response Surface Methodology Approach

3.1 Moisture Susceptibility of Lime-Modified Asphalt Mixtures Containing Steel Slag

Evaluation of Air Voids and Permeability Properties for Porous Asphalt-Treated Course (PATC)

2 Test Plan

2.1 Materials and Sample Preparation

3.1 Total Air Voids

3.2 Connected Air Voids

3.3 Permeability and Air Voids

4 Conclusions and Recommendations.

References

Assessment of the Effects of Induction Heating Induced-Healing on the Fracture Properties of Very Thin Asphalt Concrete

2.1 Bitumen, Aggregate and Fillers

2.2 Preparation of Asphalt Specimen

2.3 Indirect Tension to Cylindrical Specimen (IT-CY) Test

2.4 Semi-Circular Bending (SCB) Test

2.5 Induction Heating Test and Heating Combinations

2.6 Fracture-Induction Healing-Fracture Test

3 Results and Disscussion

3.1 Effect of WSF Content on IT-CY Test Results

3.2 SCB Test Results Before the Induction Heating Induced-Healing

3.3 SCB Test Results After the Induction Heating Induced-Healing

Effect of Production Variance on Air Void Content of Airfield Asphalt Mixtures in Australia

2 Methods

3 Discussion

3.1 Mixture Design Versus Production Air Voids

3.2 Effect of Production Variables on Air Voids

3.3 Recommendations for Air Void Tolerances

Appendix A - Simulation Results - Inputs Ranked by Effect

Raveling Resistance of Grouted Macadam Compared to Conventional Asphalt Mixtures for Wearing Course

2.2 Specimen Preparation

2.3 Testing Methods

3 Results and Analysis

3.1 Dry Conditioning

3.2 Wet Conditioning

3.3 Fuel Conditioning

Evaluation of Asphalt Graphene-Modified Thin Layer: A Case Study

2 The Case Study

3 The Methodology

3.1 Laboratory Tests

3.2 Falling Weight Deflectometer Tests

4 Results and Discussion

Evaluation of the Effect of Different De-Icing Salts and Freeze and Thaw Cycles on the Performance of Bituminous Binders and Asphalt Mixtures Prepared with Them

1 Introduction.

2 Materials and Tests

Performance Evaluation of Cold and Hot Asphalt Patching Materials with Effect of Preheating

2 Objective and Scope

3 Laboratory Experiment

3.1 Material and Specimen Preparation

4.1 IDT Strength of CMA

4.2 Interface Shear Strength of CMA

4.3 IDT Strength of HMA with RAP

4.4 Interface Shear Strength of HMA with RAP

4.5 Comparison of Strength Between CMA and HMA

Laboratory Study of the Effects of the Addition of Softwood Kraft Lignin by the Dry Process on the Compactability, Moisture Sensitivity, Rutting and Low-Temperature Cracking Resistance of an HMA

2 Background

3 Materials and Methodology

3.1 Mix Design

3.2 Test Program

4.1 Compactability

4.2 Moisture Sensitivity

4.3 Rutting Resistance

4.4 Thermal Stress Restrained Specimen Tests (TSRST)

5 Conclusion and Recommendations

Repeatability and Reproducibility of Analysis Methods for Asphalt Mixture Gyratory Compaction

2 Methods and Materials

3.1 Air Voids

3.2 Parameters of the Log-Linear Model

3.3 Parameters of the Sigmoidal Model

Modeling the Interface Shear Strength of Asphalt Pavements Containing a Solar Collector

2 Research Objective

3 Modeling Approach

3.1 Pavement Model

3.2 Load Simulation

3.3 Experimental Activity

4.1 Modeling Results

4.2 Experimental vs. Model Results

3D DEM Simulation of the Post-healed Behavior of Asphalt Mixtures with Encapsulated Rejuvenators

2 Numerical Modeling for Asphalt Mixture

2.1 Elasto-Visco-Plastic Contact Model

2.2 GK Contact Model Parameters Calibration

2.3 Particle Generation, Contact Models and Micromechanical Parameters for Asphalt Mixture Specimen

2.4 Numerical Tests

2.5 DEM Numerical Case: Asphalt Mixtures with Different Capsule Contents

Simulating the Impact of Bituminous Pavement Rutting Distress on Vehicle Braking Performance During Intense Precipitation

1 Introduction and Literature Review

2 Methodology

2.1 Sub-model A: Accumulated Water in Rutting Depression

2.2 Sub-model B: Skid Resistance Prediction via Machine Learning

2.3 Sub-model C: Vehicle Braking Distance on Wet and Rutted Pavement

3 Model Validation

3.1 Model Validation Under Dry Pavement Condition

3.2 Model Validation Under Wet Pavement Condition

4 Results and Discussion: Case Study Application

5 Conclusion

Exploring the Influence of Aging Conditions on Fiber-Reinforced Porous Asphalt Mastic

2 Materials and Testing

2.2 Experimental Plan

3 Analyses and Discussion

3.1 Linear Amplitude Sweep (LAS)

3.2 Bending Beam Rheometer (BBR)

4 Summary and Conclusions

Exploring Thermal Performance of PCM Fibre-Reinforced Asphalt Mixtures: A Design of Experiments Approach

2.1 Coaxial Fibres

2.2 AC14 Asphalt Mixture

2.3 The Design of Experiment (DoE)

2.4 Sample Preparation and Testing Procedures

Comparative Analysis of Various Short-Term and Long-Term Laboratory Aging Methods of Asphalt Binder from the Rheological Perspective

3 Results.

3.1 Differences Between Short-Term Aging Condition Method.

Notes:

Includes index.

Other Format:

Print version: Pereira, Paulo Proceedings of the 10th International Conference on Maintenance and Rehabilitation of Pavements

ISBN:

9783031635885