|Table of Contents|

[1] Wang Xiaowei, Gu Xingyu, Dong Qiao, Wu Jiangtao, et al. Effects of flat and elongated aggregateson the performance of porous asphalt mixture [J]. Journal of Southeast University (English Edition), 2018, 34 (1): 87-94. [doi:10.3969/j.issn.1003-7985.2018.01.013]
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Effects of flat and elongated aggregateson the performance of porous asphalt mixture()
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Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]

Volumn:
34
Issue:
2018 1
Page:
87-94
Research Field:
Traffic and Transportation Engineering
Publishing date:
2018-03-20

Info

Title:
Effects of flat and elongated aggregateson the performance of porous asphalt mixture
Author(s):
Wang Xiaowei Gu Xingyu Dong Qiao Wu Jiangtao
School of Transportation, Southeast University, Nanjing 210096, China
Keywords:
porous asphalt mixture flat and elongated aggregate skeleton stability durability permeability
PACS:
U416.217
DOI:
10.3969/j.issn.1003-7985.2018.01.013
Abstract:
Four flat and elongated(F&〓 E)contents(0%, original, 30%, and 40%)were investigated to evaluate the effects of F&〓 E particles on the performance of porous asphalt mixture(PA). Laboratory tests including volumetric determination, two-dimensional image analysis, Cantabro loss tests, breakdown tests, and permeability tests were conducted to evaluate the volumetric properties, the state of stone-on-stone contact, durability, skeleton stability and permeability of PA, respectively. The test results indicate that the F&〓 E content was a significant factor for total air voids, aggregate skeleton break down, and permeability. The functionality, rutting resistance, long-term durability, and skeleton stability decrease with the increase of F&〓 E content since F&〓 E aggregates in porous asphalt mixtures have a tendency to breakdown. Compared with traditional dense graded mixtures, PA is more sensitive to the F&〓 E content due to an open graded aggregate structure. Therefore, the stricter requirement for F&〓 E content should be met for porous asphalt mixtures than the one for traditional dense graded mixture.

References:

[1] Alvarez A E, Fernandez E M, Epps-Martin A, et al. Comparison of permeable friction course mixtures fabricated using asphalt rubber and performance-grade asphalt binders[J]. Construction and Building Materials, 2012, 28(1):427-436. DOI:10.1016/j.conbuildmat.2011.08.085.
[2] Ma X, Li Q, Cui Y C, et al. Performance of porous asphalt mixture with various additives[J]. International Journal of Pavement Engineering, 2016: 1-7. DOI:10.1080/10298436.2016.1175560.
[3] Hernandez-Saenz M A, Caro S, Arámbula-Mercado E, et al. Mix design, performance and maintenance of permeable friction courses(PFC)in the United States: State of the art[J]. Construction and Building Materials, 2016, 111: 358-367. DOI:10.1016/j.conbuildmat.2016.02.053.
[4] Mansour T N, Putman B J. Influence of aggregate gradation on the performance properties of porous asphalt mixtures[J]. Journal of Materials in Civil Engineering, 2013, 25(2): 281-288. DOI:10.1061/(asce)mt.1943-5533.0000602.
[5] Huber G, Jones J, Messersmith P, et al. Contribution of fine aggregate angularity and particle shape to superpave mixture performance[J]. Transportation Research Record, 1998, 1609(1): 28-35. DOI:10.3141/1609-04.
[6] ASTM International. ASTM D4791 Standard test method for flat or elongated particles in coarse aggregate [S]. Washington, DC: ASTM, 2009.
[7] Cominsky R, Leahy R B, Harrigan E T. Level one mix design: materials selection, compaction, and conditioning, SHRP-A-408 [R]. Washington, DC: National Research Council, 1994.
[8] Brown E R, Haddock J E, Mallick R B, et al. Development of a mixture design procedure for stone matrix asphalt(SMA)asphalt content, NCAT Report 97-03 [R]. Auburn, AL, USA: National Center for Asphalt Technology, 1997.
[9] Buchanan M S. Evaluation of the effect of flat and elongated particles on the performance of hot mix asphalt mixtures, NCAT Report 00-03 [R]. Auburn, AL, USA: National Center for Asphalt Technology, 2000.
[10] Airey G D, Hunter A E, Collop A C. The effect of asphalt mixture gradation and compaction energy on aggregate degradation[J]. Construction and Building Materials, 2008, 22(5): 972-980. DOI:10.1016/j.conbuildmat.2006.11.022.
[11] Putman B J. Evaluation of open-graded friction courses: Construction, maintenance, and performance, FHWA-SC-12-04 [R].Clemson, SC, USA: South Carolina Department of Transportation, Clemson University, 2012.
[12] Putman B J, Kline L C. Comparison of mix design methods for porous asphalt mixtures[J]. Journal of Materials in Civil Engineering, 2012, 24(11): 1359-1367. DOI:10.1061/(asce)mt.1943-5533.0000529.
[13] Alvarez A E, Martin A E, Estakhri C, et al. Determination of volumetric properties for permeable friction course mixtures[J]. Journal of Testing and Evaluation, 2009, 37(1): 1-10. DOI:10.1520/jte101696.
[14] Coenen A R, Kutay M E, Sefidmazgi N R, et al. Aggregate structure characterisation of asphalt mixtures using two-dimensional image analysis[J]. Road Materials and Pavement Design, 2012, 13(3): 433-454. DOI:10.1080/14680629.2012.711923.
[15] Sefidmazgi N R, Tashman L, Bahia H. Internal structure characterization of asphalt mixtures for rutting performance using imaging analysis [J]. Road Materials & Pavement Design, 2012, 13(Sup 1): 21-37. DOI:10.1080/14680629.2012.657045.
[16] Huurman M. Lifetime optimisation tool[R]. Delft, the Netherlands: Civil Engineering and Geosciences, Delft University of Technology, 2008.
[17] Alvarez A E, Epps-Martin A, Estakhri C, et al. Evaluation of durability tests for permeable friction course mixtures[J]. International Journal of Pavement Engineering, 2010, 11(1): 49-60. DOI:10.1080/10298430902730539.
[18] Jiang J, Ni F, Gao L, et al. Effect of the contact structure characteristics on rutting performance in asphalt mixtures using 2D imaging analysis[J]. Construction and Building Materials, 2017, 136: 426-435. DOI:10.1016/j.conbuildmat.2016.12.210.
[19] Herndon D A, Xiao F P, Amirkhanian S, et al. Investigation of Los Angeles value and alternate aggregate gradations in OGFC mixtures[J]. Construction and Building Materials, 2016, 110: 278-285. DOI:10.1016/j.conbuildmat.2016.01.008.
[20] JTG E20 T0730—2011. Standard test methods of bitumen and bituminous mixtures for highway engineering [S]. Beijing: Research Institute of Highway Ministry of Transport, 2011.(in Chinese)
[21] Yu B, Jiao L, Ni F, et al. Long-term field performance of porous asphalt pavement in China [J]. Road Materials and Pavement Design, 2014, 16(1): 214-226. DOI:10.1080/14680629.2014.944205.
[22] Mahboub K C, Oduroh P K, Anderson R M. Hot mix asphalt with fiat and elongated aggregates [C]//Construction and Materials Issues. Houston, TX, USA, 2001: 183-192. DOI:10.1061/40591(269)19.
[23] Vavrik W, Fries R, Carpenter S. Effect of flat and elongated coarse aggregate on characteristics of gyratory compacted samples[J]. Transportation Research Record, 1999, 1681: 28-36. DOI:10.3141/1681-04.
[24] Oduroh P K, Mahboub K C, Anderson R M. Flat and elongated aggregates in superpave regime[J]. Journal of Materials in Civil Engineering, 2000, 12(2): 124-130. DOI:10.1061/(asce)0899-1561(2000)12:2(124).

Memo

Memo:
Biographies: Wang Xiaowei(1990—), male, Ph.D. candidate; Gu Xingyu(corresponding author), male, doctor, associate professor, guxingyu1976@163.com.
Foundation items: Transportation Science and Technology Project of Jiangsu Province(No. 7621000115), Science and Technology Project of Nanjing Committee of Housing and Urban-Rural Development(No. ks1611).
Citation: Wang Xiaowei, Gu Xingyu, Dong Qiao, et al. Effects of flat and elongated aggregates on the performance of porous asphalt mixture[J].Journal of Southeast University(English Edition), 2018, 34(1):87-94.DOI:10.3969/j.issn.1003-7985.2018.01.013.
Last Update: 2018-03-20