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The Improvement of Thermal Cracking Resistance and Fatigue Life of RAP-Incorporated Asphalt Mixtures with the Aid of Epoxidized Methyl Soyate (EMS)

机译:借助环氧化甲状腺酸盐(EMS)改善RAP掺入沥青混合物的热开裂抗性和疲劳寿命

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In this study, an asphalt binder was modified with epoxidized methyl soyate (EMS) that was engineered at Iowa State University. The binder modification was accomplished in an asphalt terminal, and the resulting binder was used for reversing the undesired effects of reclaimed asphalt pavement (RAP) in a mixture containing 30% of this reclaimed material. The modified mixture was produced in an asphalt plant for a pavement demonstration project that occurred in November 2017. The EMS-modified mixture with 30% RAP and a control mixture containing only 18% RAP were used for paving a 7-mile stretch of a high-volume roadway in O'Brien County, Iowa, U.S. About 6.6 miles of the roadway were paved with the control low RAP mixture that is traditionally used for paving roadways in Iowa, and the remaining 0.33 miles were paved with the high RAP EMS-modified mixture. To predict the field performance of the mixtures, the low-temperature cracking and fatigue cracking resistance of the mixtures were evaluated using disc-shaped compact tension (DCT) and push-pull fatigue tests, respectively. The results revealed that the EMS restorative reactive modifier (RRM) used in this study results in reversing the undesired effects of RAP and improving the low-temperature cracking and fatigue resistance of the asphalt mixture containing 30% RAP.
机译:在该研究中,用在爱荷华州立大学设计的环氧化甲基大酸盐(EMS)改性沥青粘合剂。在沥青末端完成粘合剂改性,得到的粘合剂用于逆转再生沥青路面(RAP)在含有30%的再生材料的混合物中的不期望的效果。改性混合物在2017年11月发生的路面示范项目中制备的。含有30%RAP的EMS改性混合物和仅含有18%RAP的对照混合物用于铺平7英里的高度-Volume巷道在奥布莱恩县,爱荷华州的巷道,大约6.6英里的道路铺设了控制的低说唱混合物,传统上用于铺设爱荷华州的道路,剩下的0.33英里铺设了高新的EMS改性混合物。为了预测混合物的场性能,使用盘形紧凑张力(DCT)和推挽疲劳试验评估混合物的低温裂化和疲劳裂解性。结果表明,该研究中使用的EMS修复活性改性剂(RRM)导致逆转RAP的不期望的效果,提高含有30%RAP的沥青混合物的低温裂化和疲劳性。

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