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温拌高粘度多孔沥青混合料的冷却效果和路用性能评价。

Evaluation of cooling effect and road performance of warm mixed high viscosity porous asphalt mixture.

机构信息

School of Civil Engineering and Architecture, HuBei University of Arts and Science, Xiangyang, Hubei, China.

Hubei Superior and Distinctive Discipline Group of "New Energy Vehicle and Smart Transportation", Xiangyang, Hubei, China.

出版信息

PLoS One. 2024 Jul 29;19(7):e0307554. doi: 10.1371/journal.pone.0307554. eCollection 2024.

Abstract

In order to study the effect of different warm mixing agents on the cooling and road performance of porous mixture bonded with High Viscosity Asphalt (HVA), the Superpave Gyratory Compactor (SGC) was proposed to conduct variable temperature compaction test on the warm mixed porous asphalt mixture. The relationship between the compaction difficulty coefficient and the temperature of the mixture was obtained by regression, and the mixing and compacting temperature and cooling effect of the warm mixed porous asphalt mixture were determined. Then, the influence of Evotherm M1 and EC120 warm mix agents on the performance of porous asphalt mixture was compared by rutting tests, beam bending tests, immersion Marshall tests, freeze-thaw splitting tests, and penetration strength tests. The results show that two types of warm mixing agents can reduce the mixing and rolling temperatures of the mixture by more than 10°C. The addition of warm mix agents will increase the high temperature stability, water stability, and shear resistance of porous asphalt mixtures. For the improvement effect of high temperature stability, EC120 warm mixing agent is greater than Evotherm M1 warm mixing agent, and for the improvement effect of water stability, Evotherm M1 warm mixing agent is greater than EC120 warm mixing agent. For shear resistance, the improvement effect of both is equivalent, with a penetration strength increase of about 3% to 4%. For low temperature performance, Evotherm M1 warm mixing agent improved the low temperature performance, while EC120 warm mixing agent showed the opposite effect.

摘要

为了研究不同温拌剂对高粘度沥青(HVA)粘结多孔混合料的冷却和路用性能的影响,采用 Superpave 旋转压实仪(SGC)对温拌多孔沥青混合料进行变温压实试验。通过回归得到了压实困难系数与混合料温度之间的关系,确定了温拌多孔沥青混合料的拌和与压实温度和冷却效果。然后,通过车辙试验、小梁弯曲试验、浸水马歇尔试验、冻融劈裂试验和贯入强度试验,比较了 Evotherm M1 和 EC120 温拌剂对多孔沥青混合料性能的影响。结果表明,两种温拌剂均可使混合料的拌和与压实温度降低 10°C 以上。温拌剂的添加可提高多孔沥青混合料的高温稳定性、水稳定性和抗剪强度。对于高温稳定性的改善效果,EC120 温拌剂大于 Evotherm M1 温拌剂,对于水稳定性的改善效果,Evotherm M1 温拌剂大于 EC120 温拌剂。对于抗剪强度,两者的改善效果相当,贯入强度提高约 3%至 4%。对于低温性能,Evotherm M1 温拌剂改善了低温性能,而 EC120 温拌剂则表现出相反的效果。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7f35/11290944/defc42ddc11b/pone.0307554.g001.jpg

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