Micromechanics-based analysis for predicting asphalt concrete modulus |
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Authors: | Xing-yi Zhu Zhi-yi Huang Zhong-xuan Yang Wei-qiu Chen |
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Institution: | (1) Department of Civil and Environmental Engineering, Michigan Technological University, Houghton, MI, USA;(2) Bituminous Mixtures Laboratory, SES Group &; Assoc., Turner-Fairbank Highway Research Center, Federal Highway Administration (FHWA), McLean, VA, USA |
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Abstract: | The elastic modulus of asphalt concrete (AC) is an important material parameter for pavement design. The prediction and determination
of elastic modulus, however, largely depends on laboratory tests which cannot reflect explicitly the influence of the microstructure
of AC. To this end, a micromechanical model based on stepping scheme is adopted. Consideration is given to the influence of
interfacial debonding and interlocking effect between the aggregates and asphalt mastic using the concept of effective bonding.
Tests on asphalt mixture with various microstructures are conducted to verify the proposed approach. It is shown that the
prediction is generally in agreement with experimental results. Parameters affecting the elastic modulus of AC are also discussed
in light of the proposed method. |
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Keywords: | |
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