Technical Papers
Jan 13, 2020

Preparation and Characterization of Temperature-Adjusting Asphalt with Diatomite-Supported PEG as an Additive

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 3

Abstract

To solve the rutting damage of asphaltic pavement and the adverse effects of urban heat islands, diatomite-adsorbing polyethylene glycol (PEG), that is, diatomite-supported PEG (PEG/diatomite), was synthesized as a form-stable composite phase change material (CPCM), which was used as a modifier to prepare the temperature-adjusting asphalt, which can lower the temperature of the road surface on a hot summer afternoon. The microstructure and chemical structure of CPCM were investigated using scanning electron microscopy (SEM) and Fourier transform infrared (FTIR) spectra. Also, effects of CPCM on the thermal properties, morphology, and rheology of modified asphalt were studied via differential scanning calorimetry (DSC), atomic force microscopy (AFM), and dynamic shear rheometer (DSR) testing. It was found that the phase change enthalpy of CPCM is approximately 9.0332  J/g, which is up to 60% of the theoretical enthalpy. In the laboratory test, the highest temperature variation of the temperature-adjusting asphalt specimens was 9.0°C, which plays an effective role in regulating pavement temperature. Small bee structures were observed on the surface of PEG/diatomite-modified asphalt and showed no obvious changes from before to after aging.

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Acknowledgments

This work was supported by the Applied Basic Research Projects of China’s Ministry of Transport (No. 2015319817150) and the Shandong Jiaotong University “Climbing” Research Innovation Team Program. We acknowledge TopEdit LLC for linguistic editing and proofreading during the preparation of this manuscript.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 3March 2020

History

Received: Jan 25, 2019
Accepted: Aug 6, 2019
Published online: Jan 13, 2020
Published in print: Mar 1, 2020
Discussion open until: Jun 13, 2020

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Master Candidate, School of Traffic and Civil Engineering, Shandong Jiaotong Univ., No. 5001 Haitang Rd., Changqing District, Jinan, Shandong Province 250300, China. Email: [email protected]
Professor, School of Traffic and Civil Engineering, Shandong Jiaotong Univ., No. 5001 Haitang Rd., Changqing District, Jinan, Shandong Province 250300, China (corresponding author). ORCID: https://orcid.org/0000-0001-7149-507X. Email: [email protected]
Master Candidate, School of Traffic and Civil Engineering, Shandong Jiaotong Univ., No. 5001 Haitang Rd., Changqing District, Jinan, Shandong Province 250300, China. Email: [email protected]
Huadong Sun [email protected]
Assistant Professor, School of Traffic and Civil Engineering, Shandong Jiaotong Univ., No. 5001 Haitang Rd., Changqing District, Jinan, Shandong Province 250300, China. Email: [email protected]
Master Candidate, School of Traffic and Civil Engineering, Shandong Jiaotong Univ., No. 5001 Haitang Rd., Changqing District, Jinan, Shandong Province 250300, China. Email: [email protected]
Master Candidate, School of Traffic and Civil Engineering, Shandong Jiaotong Univ., No. 5001 Haitang Rd., Changqing District, Jinan, Shandong Province 250300, China. Email: [email protected]

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