基于新骨架填料理论的沥青混合料设计

2020 5th International Conference on Information Science, Computer Technology and Transportation (ISCTT) Pub Date : 2020-11-01 DOI:10.1109/ISCTT51595.2020.00103

Sai Chen, Wei Zhuang, Jian Wang, Haowei Chen, Peng Liu, Yu-feng Bi

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引用次数: 0

摘要

基于颗粒干涉理论和法国GB5级配设计，对GB5-13混凝土进行了集料回转压实机级配设计。比较了GB5级配与常规SMA混合料的高温性能、低温性能、水稳定性、抗疲劳性能和动态模量。结果表明，基于新型骨架填料理论的GB5-13混合料具有较高的经济效益和较好的综合路用性能。

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Asphalt Mix Design Based on the New Skeleton Packing Theory

Based on the particle interference theory and French GB5 gradation design, this paper designs the gradation of GB5-13 concretes by using the gyratory compactor (GC) on aggregates. The paper also compares the high temperature performance, low temperature performance, water stability, fatigue resistance and dynamic modulus of the GB5 gradation and those of conventional SMA mixes. Results show that the GB5-13 mix based on the new skeleton packing theory is more cost-effective and has better comprehensive road performance.

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来源期刊

2020 5th International Conference on Information Science, Computer Technology and Transportation (ISCTT)

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