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Research on Deicing and Pavement Performance of Spent Coffee Ground Deicing Asphalt Mixtures

Author

Listed:
  • Wenbo Peng

    (CCCC Second Highway Consultants Co., Ltd., Wuhan 430056, China)

  • Yalina Ma

    (CCCC Second Highway Consultants Co., Ltd., Wuhan 430056, China)

  • Hezhou Huang

    (School of Civil Engineering, Architecture and Environment, Hubei University of Technology, No. 28, Nanli Road, Hong-Shan District, Wuhan 430068, China)

  • Lei Xi

    (School of Civil Engineering, Architecture and Environment, Hubei University of Technology, No. 28, Nanli Road, Hong-Shan District, Wuhan 430068, China)

  • Lifei Zheng

    (State Key Laboratory of Precision Blasting, Jianghan University, No. 8, Sanjiaohu Road, Han-Nan District, Wuhan 430056, China)

  • Zhi Chen

    (State Key Laboratory of Precision Blasting, Jianghan University, No. 8, Sanjiaohu Road, Han-Nan District, Wuhan 430056, China)

  • Wentao Li

    (School of Civil Engineering, Architecture and Environment, Hubei University of Technology, No. 28, Nanli Road, Hong-Shan District, Wuhan 430068, China)

Abstract

To address the challenges of winter pavement icing and the disposal of organic waste, this study developed a sustained-release deicing filler utilizing biochar derived from spent coffee grounds (SCGs). The material was synthesized through high-temperature carbonization, followed by physical adsorption of chloride salts and surface hydrophobic modification to control release rates. The study made asphalt mixtures and replaced normal mineral filler with the SCG material by volume at ratios of 0%, 50%, 75%, and 100% to test road and deicing performance. Wheel-tracking tests showed that the additive improved high-temperature stability and dynamic stability went up by 27.04% at the 75% replacement level. Salt dissolving created voids and slightly lowered water stability at high dosages, but all performance numbers still met the current engineering rules. Rutting slab tests at −5 °C showed the 100% replacement mix cut snow coverage to 11.43% in 60 min and proved it works for deicing. Pull-out tests measure the bond strength between ice and pavement at −5 °C, −7 °C, and −9 °C. The SCG deicing material weakens ice sticking and the bond strength for the 100% group at −5 °C was 0.35 kN, which is about 57.8% lower than the control asphalt. The bond strength of the deicing mix at −9 °C was still lower than the normal mix at −5 °C. This big drop in stickiness means the pavement stops ice from packing hard and makes mechanical removal easier. This study shows that the prepared deicing materials exhibit excellent sustained-release performance and snow-melting efficiency while ensuring satisfactory road performance. SCG deicing materials can effectively reduce snow accumulation on road surfaces in winter, lower the difficulty of ice-layer removal, and realize the sustainable utilization of SCGs.

Suggested Citation

  • Wenbo Peng & Yalina Ma & Hezhou Huang & Lei Xi & Lifei Zheng & Zhi Chen & Wentao Li, 2026. "Research on Deicing and Pavement Performance of Spent Coffee Ground Deicing Asphalt Mixtures," Sustainability, MDPI, vol. 18(7), pages 1-14, March.
  • Handle: RePEc:gam:jsusta:v:18:y:2026:i:7:p:3305-:d:1908680
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