Gradation Design and Effectiveness Analyses of High Modulus Asphalt Concrete
ID:1478 View Protection:ATTENDEE Updated Time:2021-12-03 10:51:12 Hits:225 Poster Presentation

Start Time:2021-12-17 10:42(Asia/Shanghai)

Duration:1min

Session:P1 Poster2020 » P1T2Track 2 Transportation Infrastructure Engineering

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Abstract
In order to improve the heavy-traffic asphalt pavements performance, high modulus asphalt concrete (HMAC) was designed and evaluated. During the design of HMAC, the key sieve of 0.075mm, 2.36mm, 4.75mm and 9.5mm was controlled in gradation design. And in the asphalt-aggregates determination, the abundance coefficient (K) was employed. Subsequently, the HMAC with three gradations, numbering 1#, 2# and 3# HMAC-20, was designed and further evaluated by laboratory tests, including wheel tracking test, three-point bending test, immersion Marshall test and freeze-thaw splitting test. Analyzed results show that HMAC with gradation of 2# HMAC-20 is associated with a higher effectiveness, especially in high-temperature stability, low-temperature performance, and fatigue performance. It indicates that the dense-grade asphalt pavement with harden asphalt provides higher modulus. Moreover, the moisture proof is necessary to improve the moisture susceptibility.
Keywords
CICTP
Speaker
Yongli Zhao
CHINA DESIGN GROUP CO., LTD.

Submission Author
Yongli Zhao CHINA DESIGN GROUP CO., LTD.
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Important Date
  • Conference Date

    Dec 17

    2021

    to

    Dec 20

    2021

  • Dec 16 2021

    Contribution Submission Deadline

  • Dec 24 2021

    Registration deadline

Sponsored By
Chinese Overseas Transportation Association
Chang'an University
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