|Table of Contents|

[1] Ding Haibo, Zhang Hua, Wang Chenping,. Effects of polyphosphoric acid modified asphalton the low-temperature cracking of asphalt mixtures [J]. Journal of Southeast University (English Edition), 2016, 32 (2): 215-218. [doi:10.3969/j.issn.1003-7985.2016.02.014]
Copy

Effects of polyphosphoric acid modified asphalton the low-temperature cracking of asphalt mixtures()
Share:

Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]

Volumn:
32
Issue:
2016 2
Page:
215-218
Research Field:
Traffic and Transportation Engineering
Publishing date:
2016-06-20

Info

Title:
Effects of polyphosphoric acid modified asphalton the low-temperature cracking of asphalt mixtures
Author(s):
Ding Haibo1 Zhang Hua2 Wang Chenping1
1School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
2Fuzhou Urban Planning and Design Research Institute, Fuzhou 350003, China
Keywords:
asphalt mixture low temperature polyphosphoric acid disk-shaped compact tension
PACS:
U414
DOI:
10.3969/j.issn.1003-7985.2016.02.014
Abstract:
In order to determine whether polyphosphoric acid(PPA)can partially or completely substitute styrene-butadiene-styrene(SBS)modifier while it does not adversely affect the resistance to thermal cracking of the asphalt mixture, the low-temperature fracture properties of the PPA modified mixtures are evaluated and compared to the SBS modified mixtures. First, laboratory compacted test samples were tested by the indirect tensile test(IDT)and the newly developed fracture testing protocol, named as disk-shaped compact tension(DCT). Then, the effects of the test temperature and air-void ratio on the low-temperature fracture properties of asphalt mixtures were analyzed. The results show that the fracture resistance of the PPA modified mixtures is worse than that of the SBS modified mixtures. However, for those modified mixtures that use the PPA substituting part of the SBS modifier, a relatively low-temperature fracture resistance can be obtained compared with the mixture only using the SBS modifier.

References:

[1] Cao X J, Zhang Z X, Hao P W. Effect of polyphosphoric acid on the high-and-low temperature property of matric asphalt mixture[J]. Journal of Wuhan University of Technology, 2014, 36(6): 48-53.(in Chinese)
[2] Baumgardner G L, Masson J F, Hardee J R. Polyphosphoric acid modified asphalt: Proposed mechanisms[J]. Journal of the Association of Asphalt Paving Technologists, 2005, 74: 283-288.
[3] Zhang Mingming. Polyphosphoric acid modified asphalt technology on the microstructure and performance[D].Xi’an: School of Highway, Chang’an University, 2012.(in Chinese)
[4] Zhang Feng. Research on the effects of polyphosphoric and sulfur on the polymer modified asphalt aging performance [D].Wuhan: School of Materials Science and Engineering, Wuhan University of Technology, 2011.(in Chinese)
[5] Orange G, Martin J V, Menapace A. Rutting and moisture resistance of asphalt mixtures containing polymer and polyphosphoric acid modified bitumen[J]. Road Materials and Pavement Design, 2004, 5(3): 323-354.
[6] Masson J F. Brief review of the chemistry of polyphosphoric acid(PPA)and bitumen[J]. Energy Fuels, 2008, 22(4): 2637-2640. DOI:10.1021/ef800120x.
[7] Huang S C, Turner T F, Miknis F P. Long-term aging characteristics of polyphosphoric acid modified asphalts[J]. Transportation Research Record, 2008, 2051: 1-7. DOI:10.3141/2051-01.
[8] Kodrat I, Sohn D, Hesp S. Comparison of polyphosphoric acid-modified asphalt binders with straight and polymer-modified materials[J]. Transportation Research Record, 2007, 1998: 47-55. DOI:10.3141/1998-06.
[9] Wagoner M, Buttlar W, Paulino G, et al. Investigation of the fracture resistance of hot-mix asphalt concrete using a disk-shaped compact tension test[J]. Transportation Research Record, 2005, 1929: 183-192. DOI:10.3141/1929-22.
[10] Mun S, Lee H J. Modeling viscoelastic crack growth in hot-mix asphalt concrete mixtures using a disk-shaped compact tension test[J]. Journal of Engineering Mechanics, 2011, 137(6): 431-438. DOI:10.1061/(asce)em.1943-7889.0000245.

Memo

Memo:
Biographies: Ding Haibo(1990—), male, graduate; Wang Chenping(corresponding author), male, doctor, professor, wangcp@my.swjtu.edu.cn.
Foundation item: The National Natural Science Foundation of China(No.51278060).
Citation: Ding Haibo, Zhang Hua, Wang Chenping. Effects of polyphosphoric acid modified asphalt on the low-temperature cracking of asphalt mixtures[J].Journal of Southeast University(English Edition), 2016, 32(2):215-218.doi:10.3969/j.issn.1003-7985.2016.02.014.
Last Update: 2016-06-20