|Table of Contents|

[1] Zhang Jiupeng, Liu Guoqiang, Du Hui, Pei Jianzhong, et al. Rheological properties of warm mix asphalt binderby DSR test at medium temperature [J]. Journal of Southeast University (English Edition), 2015, 31 (3): 384-388. [doi:10.3969/j.issn.1003-7985.2015.03.015]
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Rheological properties of warm mix asphalt binderby DSR test at medium temperature()
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Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]

Volumn:
31
Issue:
2015 3
Page:
384-388
Research Field:
Traffic and Transportation Engineering
Publishing date:
2015-09-20

Info

Title:
Rheological properties of warm mix asphalt binderby DSR test at medium temperature
Author(s):
Zhang Jiupeng1 Liu Guoqiang1 Du Hui1 Pei Jianzhong1 Ma Xuejun2
1School of Highway, Chang’an University, Xi’an 710064, China
2Beijing Jiaoke Transport Consultants Ltd., Beijing 100191, China
Keywords:
warm mix asphalt dynamic shear rheometer(DSR)test medium temperature rheological property fatigue factor
PACS:
U414
DOI:
10.3969/j.issn.1003-7985.2015.03.015
Abstract:
The rheological properties including the complex modulus G* and the phase angle δ of matrix and warm mix asphalt(WMA)binders were measured by using the dynamic shear rheometer(DSR)test at the medium temperature ranging from 16 to 40 ℃, and the relationships between the fatigue factor G*sinδ and the matrix binder property, WMA additive and test temperature were established. It is found that G* decreases with the increasing temperature while δ increases inversely, and G* of the asphalt binder with high WMA additive dosage is large, and δ is small. G*sinδ exponentially decreases with the increasing temperature and linearly increases with the increase in additive dosage, and the amplitudes of variation are large at low temperatures and high additive dosages. The effect of WMA additive on the rheological property is more remarkable for the matrix asphalt binder with low G*. Besides, aging has a great effect on the property of matrix asphalt binder, and a slight effect on the interaction between asphalt and additive. The high additive dosage can increase the fatigue cracking potential of the asphalt binder.

References:

[1] Kheradmand B, Muniandy R, Hua L T, et al. An overview of the emerging warm mix asphalt technology [J]. International Journal of Pavement Engineering, 2014, 15(1):79-94.
[2] Guo N S, You Z P, Zhao Y H, et al. Laboratory performance of warm mix asphalt containing recycled asphalt mixtures [J]. Construction and Building Materials, 2014, 64:141-149.
[3] Kok B V, Yilmaz M, Akpolat M. Evaluation of the conventional and rheological properties of SBS+Sasobit modified binder [J]. Construction and Building Materials, 2014, 63:174-179.
[4] Morea F, Marcozzi R, Casta G. Rheological properties of asphalt binders with chemical tensoactive additives used in warm mix asphalts(WMAs)[J]. Construction and Building Materials, 2012, 29:135-141.
[5] Kim H, Lee S J, Amirkhanian S N. Rheology of warm mix asphalt binders with aged binders [J]. Construction and Building Materials, 2011, 25(1):183-189.
[6] Qin Q, Farrar M J, Pauli A T, et al. Morphology, thermal analysis and rheology of Sasobit modified warm mix asphalt binders [J]. Fuel, 2014, 115:416-425.
[7] Banerjee A, Smit A F C, Prozzi J A. The effect of long-term aging on the rheology of warm mix asphalt binders[J]. Fuel, 2012, 97:603-611.
[8] Arega Z A, Bhasin A, Kesel T D. Influence of extended aging on the properties of asphalt composites produced using hot and warm mix methods [J]. Construction and Building Materials, 2013, 44:168-174.
[9] Asphalt Institute. Superpave performance graded asphalt binder specifications and testing [S]. Lexington, KY, USA: Transportation Research Board, 2003.
[10] Cao D, Ji J. Evaluation of long-term aged properties of Sasobit® modified asphalt [J]. International Journal of Pavement Research and Technology, 2011, 4(6):384-391.
[11] Jamshidi A, Hamzah M O, Aman M Y. Effects of Sasobit® content on the rheological characteristics of unaged and aged asphalt binders at high and intermediate temperatures [J]. Materials Research, 2012, 15(4):1-11.
[12] Arega Z, Bhasin A, Motamed A, et al. Influence of warm mix additives and reduced aging on the rheology of asphalt binders with different natural wax contents [J]. Journal of Materials in Civil Engineering, 2011, 23(10):1453-1459.
[13] Ma T, Huang X M, Zhang J P. Recycling law of aged asphalt based on composite theory of material[J]. Journal of Southeast University:Natural Science Edition, 2008, 38(3):520-524.(in Chinese)
[14] Li P L, Zhang Z Q, Wang B G. Aging behavior analysis of asphalt based on nonlinear differential dynamic model [J]. Journal of Civil, Architectural & Environment Engineering, 2009, 31(4): 55-59.(in Chinese)

Memo

Memo:
Biographies: Zhang Jiupeng(1983—), male, doctor, associate professor, zhjiupeng@163.com; Pei Jianzhong(corresponding author), male, doctor, professor, peijianzhong@126.com.
Foundation items: The National Natural Science Foundation of China(No.51408043), the Natural Science Foundation of Shaanxi Province(No.2014JQ7278).
Citation: Zhang Jiupeng, Liu Guoqiang, Du Hui, et al. Rheological properties of warm mix asphalt binder by DSR test at medium temperature[J].Journal of Southeast University(English Edition), 2015, 31(3):384-388.[doi:10.3969/j.issn.1003-7985.2015.03.015]
Last Update: 2015-09-20