Abstract

In order to study the mechanical properties and effect of a regenerant on a cold recycled mixture with asphalt emulsions (CRMEs), the moisture susceptibility, high-temperature performance, low-temperature performance, dynamic mechanical properties and durability of CRMEs were analyzed and evaluated by immersion splitting strength tests, freeze-thaw splitting strength tests, rutting tests, semi-circle bending tests, uniaxial compression dynamic modulus tests and indirect tensile tests. Scanning electron microscopy (SEM) was used to analyze the micromorphology of CRMEs modified with regenerant. Finally, a comprehensive evaluation system of five different CRMEs was established based on the efficacy coefficient method to quantitatively analyze the comprehensive performance of the CRMEs. The test results showed that the regenerant can significantly improve the water immersion splitting strength, freeze-thaw splitting strength fracture energy density, and fatigue resistance of CRMEs. However, the addition of regenerant affected the high-temperature performance of the cold recycled mixture. The dynamic modulus of the CRMEs first increased and then decreased with regenerant content increasing. When the regenerant content was 8%, the dynamic modulus of the CRMEs was the highest. Adding styrene-butadiene rubber (SBR) latex can improve the high-temperature performance of CRMEs, but the moisture susceptibility, low temperature performance and fatigue resistance of the cold recycled mixture were not significantly improved, and the dynamic modulus of the mixture was reduced. Based on the efficacy coefficient method, the optimal content of regenerant is 8%. Regenerant are potential modifiers for cold recycled mixture that they can significantly improve the dynamic mechanical properties and durability.

Highlights

  • Emulsified asphalt cold recycling technology is a green road construction method with broad application prospects that has the advantages of energy savings, environmental protection, and low cost

  • The results show that the use of regenerant (RE), waste polymer and emulsified asphalt at the same time in 50% reclaimed asphalt pavement (RAP) mixture can significantly enhance the fatigue resistance, rutting resistance and moisture susceptibility of the cold recycled mixture with asphalt emulsions (CRMEs) [6]

  • The results show that the content of emulsified asphalt and cement mainly affects the high-temperature performance of cold recycled mixture, while the content of RAP has a greater impact on the moisture susceptibility, and both of the factors can significantly affect the fatigue performance [20]

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Summary

Introduction

Emulsified asphalt cold recycling technology is a green road construction method with broad application prospects that has the advantages of energy savings, environmental protection, and low cost. Mohsen performed Marshall stability tests, indirect tensile strength tests, and moisture susceptibility tests on CRMEs of different ages with added cement kiln dust (CKD) and cinder ash (CA) They found that the combined use of CKD and CA can significantly improve the mechanical properties of the cold recycled mixture [10]. The current research on CRMEs mainly focuses on the effects of Portland cement, lime, epoxy resin, chemical fiber and other modification methods, as well as the influence of factors such as curing temperature and material composition on the mechanical properties, high-temperature performance and low-temperature performance, moisture susceptibility and fatigue performance of CRMEs. Micro-experimental studies on CRMEs have mostly focused on the mechanism of the effect of cement content on the performance of cold recycled mixture, while studies on the performance and micromechanism of CRMEs modified by regenerant are fewer. This research conducts laboratory experiments and SEM observation on the performance of CRMEs with different contents of regenerant to analysis of their modification mechanism and evaluation of the effect of modification to further improve the performance of the CRMEs and extend the service life of the recycled pavement

Materials
Emulsified Asphalt
Materials Composition Design
Testing Parameters
Testing Method
Efficacy Coefficient Method
Moisture Susceptibility
Crack Resistance at Low Temperature
High-Temperature Stability
Effect of Regenerant
Master Curve of Dynamic Modulus
Fatigue Resistance
Evaluation Index System
Individual Efficacy Coefficient
Calculation of Weight Value
Calculation of Total Efficacy Coefficient
Conclusions
Full Text
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