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Crack Length Based Healing Characterisation of Bitumen at Different Levels of Cracking Damage

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TLDR
In this paper, the authors quantified the healing and the damage levels of asphalt binders at different damage levels by quantifying the crack length (CL) in binder samples generated by rotational shear fatigue loads in strain-controlled dynamic shear rheometer (DSR) tests.
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This article is published in Journal of Cleaner Production.The article was published on 2020-06-10 and is currently open access. It has received 43 citations till now. The article focuses on the topics: Dynamic shear rheometer.

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New innovations in pavement materials and engineering: A review on pavement engineering research 2021

TL;DR: In this paper, a review paper on the topic of "New innovations in pavement materials and engineering: A review on pavement engineering research 2021" has been published, which analyzes the research status and future development direction of 5 major fields of pavement engineering.
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An Equation-Based Multiphysics Modelling Framework for Oxidative Ageing of Asphalt Pavements

TL;DR: In this paper, a multiphysics and time-dependent finite element model was developed to solve the issues of high nonlinearity and circular dependency of oxidative ageing in the asphalt pavements.
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Energy-based mechanistic approach for crack growth characterization of asphalt binder

TL;DR: In this paper, an energy-based mechanistic approach is applied to determine crack length and the pseudo J-integral is adopted to calculate crack growth rate in asphalt binder, which has a significant influence on fatigue cracking resistance of asphalt pavements.
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Effect of asphalt film thickness on shear mechanical properties of asphalt-aggregate interface

TL;DR: In this article, the effect of asphalt film thickness on the shear mechanical properties of asphalt aggregate interface was investigated and an experiment was designed to build the relationship between the film thickness and the molding load.
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Fatigue crack density of asphalt binders under controlled-stress rotational shear load testing

TL;DR: In this article, the authors evaluated the fatigue crack behaviors of asphalt binders under repeated cyclic controlled-stress loadings and developed an effective radius function using the torque equilibrium principle and dissipated strain energy (DSE) equilibrium principle.
References
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Description of Stress-Strain Curves by Three Parameters

TL;DR: In this paper, a simple formula is suggested for describing the stress-strain curve in terms of three parameters; namely, Young's modulus and two secant yield strengths.
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A theory crack healing in polymers

TL;DR: A theory of crack healing in polymers is presented in this paper in terms of the stages of crack recovery, namely, surface rearrangement, surface approach, wetting, diffusion, and randomization.
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Self-healing of open cracks in asphalt mastic

TL;DR: In this article, it is explained that the changes in the self-healing rates with temperature can be related by means of the Arrhenius equation, and an apparent activation energy for healing is needed.
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Characterization of microdamage and healing of asphalt concrete mixtures

TL;DR: In this article, Schapery's extended nonlinear elastic-viscoelastic correspondence principle is demonstrated by a considerable database to be able to characterize both microdamage and microdamage healing during the damage process.
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Dissipated Energy Approach to Study Hot-Mix Asphalt Healing in Fatigue

TL;DR: In this paper, an approach using the ratio of dissipated energy change, which is based on energy concepts, is used in order to explain the differences in fatigue behavior at normal and low strain levels.
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Frequently Asked Questions (1)
Q1. What have the authors contributed in "Crack length based healing characterisation of bitumen at different levels of cracking damage*" ?

This study aims to characterise the healing properties of asphalt binders at different damage levels. Results show that the CLbased healing index is a fundamental and accurate parameter to evaluate the healing rate and healing potential of the bitumen. Higher damage levels ( introduced by higher load levels or longer loading time ) can effectively decrease the binders ’ healing potentials when the binders are at the relatively low damaged levels. The healing potential becomes low when the material is at severe damage state, thus will remain at that low levels even though the damage level increases.