A New Method for Compaction Quality Evaluation of Asphalt Mixtures with the Intelligent Aggregate (IA)
被引:6
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作者:
Zhang, Chen
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机构:
Changan Univ, Minist Educ, Key Lab Special Area Highway Engn, Xian 710064, Peoples R China
Xian Aeronaut Univ, Sch Energy & Architecture, Xian 710077, Peoples R ChinaChangan Univ, Minist Educ, Key Lab Special Area Highway Engn, Xian 710064, Peoples R China
Zhang, Chen
[1
,2
]
Wang, Hainian
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机构:
Changan Univ, Minist Educ, Key Lab Special Area Highway Engn, Xian 710064, Peoples R ChinaChangan Univ, Minist Educ, Key Lab Special Area Highway Engn, Xian 710064, Peoples R China
Wang, Hainian
[1
]
机构:
[1] Changan Univ, Minist Educ, Key Lab Special Area Highway Engn, Xian 710064, Peoples R China
[2] Xian Aeronaut Univ, Sch Energy & Architecture, Xian 710077, Peoples R China
To provide a new method for the evaluation of the compaction quality of asphalt mixture, a real-time data acquisition and processing system (RDAPS) for the motion state of aggregate with a small volume and high precision is developed. The system consists of an intelligent aggregate (IA), analysis software and hardware equipment. The performance of the IA was tested by regarding data sensitivity, high-temperature resistance, and mechanical properties. A new evaluation method was proposed for evaluating the compaction quality of AC-25 and SMA-25 asphalt mixtures based on an IA. The results show that the best transmission baud rate for the IA was 9600 bps, and the corresponding signal transmission distance was 380 m. Only one IA was needed to complete the state data collection for the aggregate within the asphalt mixture in a circular area, with the IA layout point as the center of the circle and a radius of 5 m. The IA conducted reliable data transmission up to 200 degrees C; however, its compressive strength decreased with increasing temperature until reaching stability. Traditional aggregate could be replaced by an IA to withstand external forces and internal load transfer. Embedding an IA into AC-25 or SMA-25 asphalt mixtures did not have a significant impact on the original mechanical properties of the mixture. The effect of the gradation type of the asphalt mixture on the IA motion state was not significant. When the compaction degree met the specification requirements, the motion data of the IA did not reach a stable state, and the interlocking effect between aggregates in the asphalt mixture could be further optimized. An evaluation method is proposed based on the IA for the compaction quality of AC-25 and SMA-25 asphalt mixtures with the compaction degree as the main index and the spatial attitude angle and spatial acceleration of the IA as the auxiliary indexes.
机构:
Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan, Peoples R ChinaWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan, Peoples R China
Wang, Feng
Xiao, Yue
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Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan, Peoples R ChinaWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan, Peoples R China
Xiao, Yue
Cui, Peide
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Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan, Peoples R ChinaWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan, Peoples R China
Cui, Peide
Ma, Tao
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机构:
Southeast Univ, Sch Transportat, Nanjing, Peoples R ChinaWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan, Peoples R China
Ma, Tao
Kuang, Dongliang
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机构:
Changan Univ, Sch Mat Sci & Engn, Xian, Peoples R ChinaWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan, Peoples R China