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基于冻融循环的就地热再生沥青混合料耐久性研究

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为研究就地热再生沥青混合料在冻融循环作用下的耐久性能,在多次冻融循环条件下分别进行动态蠕变试验、半圆弯曲试验和劈裂试验以评价再生混合料的高温、低温及水稳定性长期性能,结果表明:冻融循环作用对再生沥青混合料耐久性影响显著,再生沥青混合料在多次冻融循环后的蠕变速率、流变次数及永久应变的变化率均要高于新沥青混合料,短期冻融循环作用下再生沥青混合料的高温抗变形性能要优于新沥青混合料,但长期冻融循环作用下则要差于新沥青混合料.随着循环次数的增加,再生沥青混合料断裂能及劈裂强度比TSR呈现出加速降低趋势,再生沥青混合料低温抗裂耐久性及抗水损坏耐久性面临严峻挑战,应重视再生沥青混合料耐久性的监测与评价工作.
Durability Study of In-situ Thermal Recycled Asphalt Mixtures Based on Freeze-Thaw Cycle
To study the durability of the in-situ thermal recycled asphalt mixture under the effect of the freeze-thaw cycle,this paper conducted the dynamic creep test,semi-circular bending test,and splitting test under multiple freeze-thaw cycles to evaluate the long-term properties of high temperature,low temperature and water stability of the recycled mixture.The results showed that the freeze-thaw cycle had significant influences on the durability of the recycled asphalt mixture.After multiple freeze-thaw cycles,the change rates of creep rate,the rheological number,and the permanent strain of the recycled asphalt mixture were all higher than those of the new asphalt mixture.The high-temperature deformation resistance of the recycled asphalt mixture was better than that of the new asphalt mixture under short-term freeze-thaw cycles,but worse under long-term freeze-thaw cycles.As the times of the freeze-thaw cycle increased,the recycled asphalt mixture showed an accelerated reduction in fracture energy and tensile strength ratio(TSR),indicating that the low-temperature crack durability and water damage durability of the recycled asphalt mixture would face serious challenges and it should draw more attention to the monitoring and evaluation of the durability of the recycled asphalt mixture.

freeze-thaw cyclein-situ thermal recyclingasphalt mixturedurability

王革

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山西交投 忻阜高速公路管理有限公司,山西 忻州 034000

冻融循环 就地热再生 沥青混合料 耐久性

2024

山西交通科技
山西交通科技信息中心站

山西交通科技

影响因子:0.381
ISSN:1006-3528
年,卷(期):2024.(2)