Influence of short-term aging on anti-cracking performance of warm modified asphalt at intermediate temperature
[Display omitted] The present study was conducted to evaluate the cracking behaviors of warm modified asphalt with different short-term aging levels. To this end, nine types of asphalt binders including three base asphalt and those with two warm mix asphalt (WMA) additives were considered. Thin film...
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| Published in | Colloids and surfaces. A, Physicochemical and engineering aspects Vol. 582; p. 123877 |
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| Main Authors | , , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier B.V
05.12.2019
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| Subjects | |
| Online Access | Get full text |
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| Abstract | [Display omitted]
The present study was conducted to evaluate the cracking behaviors of warm modified asphalt with different short-term aging levels. To this end, nine types of asphalt binders including three base asphalt and those with two warm mix asphalt (WMA) additives were considered. Thin film oven test (TFOT) with various durations (0h, 5h, 7h) were carried out to simulate different short-term aging levels of the nine types of binders. Based on thermodynamic models of cohesion energy under dry and wet conditions, anti-cracking performances of the warm modified asphalt with various aging levels were evaluated by using contact angle tests. The results show that the cohesion characteristic of asphalt in dry condition is deteriorated after short-term aging, but such deterioration can be delayed with the addition of WMA additives. Short-term aging processes result in anti-cracking improvement of asphalt in the presence of water. The cracking resistance under dry condition is highly correlated to the dispersion component of asphalt, while the cracking resistance under wet condition shows a good relationship with the polar component of asphalt binder. |
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| AbstractList | The present study was conducted to evaluate the cracking behaviors of warm modified asphalt with different short-term aging levels. To this end, nine types of asphalt binders including three base asphalt and those with two warm mix asphalt (WMA) additives were considered. Thin film oven test (TFOT) with various durations (0h, 5h, 7h) were carried out to simulate different short-term aging levels of the nine types of binders. Based on thermodynamic models of cohesion energy under dry and wet conditions, anti-cracking performances of the warm modified asphalt with various aging levels were evaluated by using contact angle tests. The results show that the cohesion characteristic of asphalt in dry condition is deteriorated after short-term aging, but such deterioration can be delayed with the addition of WMA additives. Short-term aging processes result in anti-cracking improvement of asphalt in the presence of water. The cracking resistance under dry condition is highly correlated to the dispersion component of asphalt, while the cracking resistance under wet condition shows a good relationship with the polar component of asphalt binder. [Display omitted] The present study was conducted to evaluate the cracking behaviors of warm modified asphalt with different short-term aging levels. To this end, nine types of asphalt binders including three base asphalt and those with two warm mix asphalt (WMA) additives were considered. Thin film oven test (TFOT) with various durations (0h, 5h, 7h) were carried out to simulate different short-term aging levels of the nine types of binders. Based on thermodynamic models of cohesion energy under dry and wet conditions, anti-cracking performances of the warm modified asphalt with various aging levels were evaluated by using contact angle tests. The results show that the cohesion characteristic of asphalt in dry condition is deteriorated after short-term aging, but such deterioration can be delayed with the addition of WMA additives. Short-term aging processes result in anti-cracking improvement of asphalt in the presence of water. The cracking resistance under dry condition is highly correlated to the dispersion component of asphalt, while the cracking resistance under wet condition shows a good relationship with the polar component of asphalt binder. |
| ArticleNumber | 123877 |
| Author | Zhang, Zhengwei Liu, Xiang Li, Bo Jia, Meng Li, Hongyin Liu, Zhuangzhuang |
| Author_xml | – sequence: 1 givenname: Xiang surname: Liu fullname: Liu, Xiang email: xiangliu2016@chd.edu.cn organization: School of Highway, Chang’an University, Xi’an, 710064, China – sequence: 2 givenname: Bo surname: Li fullname: Li, Bo organization: School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, 730070, China – sequence: 3 givenname: Meng surname: Jia fullname: Jia, Meng organization: School of Highway, Chang’an University, Xi’an, 710064, China – sequence: 4 givenname: Zhengwei surname: Zhang fullname: Zhang, Zhengwei organization: School of Highway, Chang’an University, Xi’an, 710064, China – sequence: 5 givenname: Zhuangzhuang surname: Liu fullname: Liu, Zhuangzhuang organization: School of Highway, Chang’an University, Xi’an, 710064, China – sequence: 6 givenname: Hongyin surname: Li fullname: Li, Hongyin organization: Qilu Transportation Development Group Co., Ltd., Jinan, 250000, China |
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| CitedBy_id | crossref_primary_10_1016_j_conbuildmat_2020_120159 crossref_primary_10_1016_j_surfin_2024_104107 crossref_primary_10_1016_j_conbuildmat_2020_119885 crossref_primary_10_1007_s42947_021_00081_7 crossref_primary_10_1016_j_conbuildmat_2021_124437 crossref_primary_10_1016_j_conbuildmat_2024_137176 crossref_primary_10_1016_j_conbuildmat_2020_120539 crossref_primary_10_1016_j_conbuildmat_2023_132094 crossref_primary_10_1016_j_cscm_2023_e01853 crossref_primary_10_1080_10298436_2021_2024188 |
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The present study was conducted to evaluate the cracking behaviors of warm modified asphalt with different short-term aging levels. To this... The present study was conducted to evaluate the cracking behaviors of warm modified asphalt with different short-term aging levels. To this end, nine types of... |
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| SubjectTerms | additives Aging Anti-cracking Asphalt bitumen cohesion contact angle cracking energy films (materials) ovens Surface free energy temperature thermodynamic models WMA additive |
| Title | Influence of short-term aging on anti-cracking performance of warm modified asphalt at intermediate temperature |
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