长沙理工大学学报(自然科学版)
RAP掺量对反应型冷拌再生沥青混合料性能的影响
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U414

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长沙市科技特派员项目(CSKJ2017);湖南省交通科技项目(201605)


Effect of RAP contents on performance of reactive cold mix recycled asphalt mixture
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    摘要:

    为了确定反应型冷拌再生沥青混合料合理的沥青路面回收材料(RAP)掺量,通过马歇尔试验、浸水马歇尔试验、冻融劈裂试验、车辙试验、小梁弯曲试验研究不同 RAP掺量对再生沥青混合料最佳沥青用量、 马歇尔稳定度、水稳定性、高温稳定性以及低温抗裂性的影响。试验结果表明:随着 RAP掺量增加,最佳沥青用量降低,稳定度下降,高温稳定性增强,水稳定性和低温抗裂性减弱。RAP最佳掺量为40%,对应的最佳沥青用量、初始稳定度(2h)及成型稳定度(12h)分别为4.2%、4.37kN 和9.57kN,浸水残留稳定度和冻融劈裂强度比能达到83.3%和76.1%,动稳定度为3771 次/mm,最大弯拉应变为2406.94με。

    Abstract:

    In order to determine a reasonable content of reclaimed asphalt pavement(RAP)materials for reactive cold mix recycled asphalt mixture, the effects of different RAP con-tents on the optimum asphalt content, Marshall stability, moisture stability, high tempera-ture stability and low temperature crack resistance of recycled asphalt mixture were investi-gated by Marshall test, water-immersed Marshall test, freeze-thaw split test, rutting test,and trabecular bending test.The results showed that with the increase of RAP content, the optimum asphalt content decreased, stability descended, high temperature stability im-proved, while the moisture stability and low temperature crack resistance declined.The op-tim um RAP content was 40%, the corresponding optimum asphalt content, the initial sta-bility(2h) , and the molding stability(12h) were 4.2%, 4.37kN and 9.57kN respective-ly.The ratio of immersion residual stability and freeze-thaw splitting strength can reach 83.3%and 76.1%, the dynamic stability is 3771 times/mm, and the bending-tensile strain is2406.94pe.

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王争愿,李九苏,娄梦雷,等. RAP掺量对反应型冷拌再生沥青混合料性能的影响[J].长沙理工大学学报(自然科学版),2019,16(4):35-41.
WANG Zheng-yuan, LI Jiu-su, LOU Meng-lei, et al. Effect of RAP contents on performance of reactive cold mix recycled asphalt mixture[J]. Journal of Changsha University of Science & Technology (Natural Science),2019,16(4):35-41.

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  • 在线发布日期: 2022-04-24
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