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2020 Vol.62, Issue 3 Preview Page
준고온 아스팔트 콘크리트 피로저항성 평가

Evaluation of Fatigue Resistance of Selected Warm-mix Asphalt Concrete

Sungun Kima
,
Sung-Jin Leeb
,
Kwang W. Kimc†
김 성운a
,
이 성진b
,
김 광우c†
aLecturer, Department of Regional Infrastructure Engineering, Kangwon National University
a강원 대학교 지역 기반 공학과 강사
bPost-doctoral Researcher, Pavement Research Division, Korea Expressway Corporation Research Institute
b한국 도로 공사 포장 연구과 박사후 연구원
cProfessor Emeritus, Department of Regional Infrastructure Engineering, Kangwon National University
c강원 대학교 지역 기반 공학과 명예 교수
† Corresponding author Tel.: +82-33-250-6467 Fax: +82-33-250-5590 E-mail: asphaltech@hanmail.net
2020. pp. 29-38
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Abstract

Since some warm-mix asphalt (WMA) concretes were known to show poorer rut resistance than the hot-mix asphalt (HMA) concretes, many studies were performed in efforts of improving its performance at high temperature. The reason is assumed to be due to the moisture remaining in aggregates dried at lower temperature. Therefore, not only the rut resistance, the crack resistance of WMA concrete was also in question. In this study, fatigue life of WMA concrete was evaluated in comparison with HMA using 3-point bending (3PB) beam test. The asphalt mixtures were prepared based on Korean mix-design guide using a 13 mm dense-graded aggregate and 6 binders; two HMA binders and four WMA binders. By 3PB fatigue test, normal (unmodified) and polymer-modified WMA concretes were evaluated in comparison with normal and polymer-modified HMA concretes at a low temperature (-5oC). The results showed that most of WMA concretes showed longer fatigue lives than HMA concretes, even though the same PG binders were used for HMA and WMA. This result indicates that the WMA concretes have stronger resistance against fatigue cracking than HMA at the low temperature, and this result is in contrast to the high-temperature performance test.

Keywords
Fatigue
warm mix asphalt (WMA)
deformation strength (SD)
3-point bending (3PB) beam test
low temperature
References

REFERENCES

1
J. Angelo, E. Harm, J. Bartoszek, G. Baumgardner, M. Corrigan, J. Cowsert, T. Harman, M. Jamshidi, W. Jones, D. Newcomb, B. Prowell, R. Sines and B. Yeaton, FHWA-PL-08-007, Office of International Programs Office of Policy, Federal Highway Administration, U.S. Department of Transportation (FHWA), American Association of State Highway and Transportation Officials (AASHTO), National Cooperative Highway Research Program (NCHRP)., Warm-mix asphalt: European practice. (2008)
2
Australian Asphalt Pavement Association,, Warm mix asphalt–A state of the art review., Advisory Note #17, http://www.warmmixasphalt.org/submissions/33_20071127_AdvisoryNote17.pdf, Accessed 14 Jan. 2020. (2001)
3
Y. S. Doh, K. K. Yun, S. N. Amirkhanian and K. W. Kim, Construction and Building Materials , Framework for developing static strength test for measuring deformation resistance of asphalt concrete mixtures., 21(12); 2047-2058 (2007)10.1016/j.conbuildmat.2006.06.032
4
H. M. El Hussein and A. O. Halim, Canadian Journal of Civil Engineering , Differential thermal expansion/contraction: A mechanistic approach to adhesion in asphalt concrete., 20(3); 366-373 (1993)10.1139/l93-051
5
J. P. Hong, Kangwon National University, Chuncheon, Republic of Korea, Evaluation of fracture characteristics of warm-mix asphalt concretes at low temperatures. Ph.D. diss.,, (in Korean)., Republic of Korea. Kangwon National University,. (2012)
6
K. W. Kim, S. N. Amirkhanian, H. H. Kim, M. S. Lee and Y. S. Doh, Journal of Testing and Evaluation (ASTM), A new static strength test for characterization of rutting of dense-graded asphalt mixtures., 39(1); 59-66 (2011)10.1520/jte102385
7
K. W. Kim, Y. S. Doh and S. N. Amirkhanian, Road Materials and Pavement Design , Feasibility of deformation strength for estimation of rut resistance of asphalt concrete., 5(3); 303-322 (2004)10.1080/14680629.2004.9689974
8
K. W. Kim and M. El Hussein, Journal of Association of Asphalt Paving Technologists (AAPT) , Effect of differential thermal contraction on fracture toughness of asphalt materials at low temperatures., 64; 474-499 (1995)
9
K. W. Kim and M. El Hussein, Construction and Building Materials , Variation of fracture toughness of asphalt concrete under low temperatures., 11(7-8); 403-411 (1997)10.1016/s0950-0618(97)00030-5
10
K. W. Kim, S. J. Kweon, Y. S. Doh and T. S. Park, Canadian Journal of Civil Engineering, Fracture toughness of polymer-modified asphalt concrete at low temperatures., 30(2); 406-413 (2003)10.1139/l02-101
11
K. W. Kim, S. Z. Kwon, Y. S. Doh and S. F. Li, Journal of Korean Society of Agricultural Engineers, Evaluation of Poisson’s ratio of polymer-modified asphalt concretes., 41(5); 104-111, (in Korean). (1999)
12
S. Kim, S. H. Lee, O. Kwon, J. Y. Han, Y. S. Kim and K. W. Kim, Road Materials and Pavement Design, Estimation of service life reduction of asphalt pavement due to short-term ageing measured by GPC from of asphalt mixture., 17(1); 153-167 (2016)10.1080/14680629.2015.1066704
13
S. Kim and K. W. Kim, In Proceedings of the 11th International Joint Symposium between Japan and Korea, Laboratory evaluation of warm-mix asphalt mixture for rural road pavement., 2014. 10. 29-30., Chuncheon, Korea,. (2014)
14
S. Kim, J. Park, S. Lee and K. W. Kim, Journal of Testing and Evaluation ((ASTM), Performance of modified WMA mixtures prepared using the same class PG binders of HMA mixtures., 42(2); 347-356 (2014)10.1520/jte20120367
15
S. Kim, J. Shen, S. J. Lee, Y. S. Kim and K. W. Kim, Road Materials and Pavement Design, Examination of physical property degradation due to severe short-term aging and effect of hydrated lime as antioxidant in asphalt mixture., 20(7); 1638-1652 (2019)10.1080/14680629.2018.1473281
16
K. W. Kim, H. H. Kim, N. W. Park, H. I. Lee and Y. S. Doh, Journal of Advanced Mineral Aggregate Composites, Characterization of LDPE-modified asphalt concrete mixes., 12(2); 1-12, (in Korean). (2007)
17
S. Z. Kwon, Fracture behavior of polymer-modified bituminous concrete at low temperatures. Ph.D. diss., (in Korean)., Chuncheon, Korea. Kangwon National University,. (1999)
18
H. I. Lee, H. H. Kim, N. W. Park and K. W. Kim, Journal of Korean Society of Road Engineers, Aging, cracking and deformation characteristics of selected polymer-modified asphalt mixtures., 10(2); 205-219, (in Korean). (2008)
19
Ministry of Land, Infrastructure and Transport (MLIT),, Guideline for Construction of Asphalt Concrete Pavement, (in Korean). (2017)
20
D. Newcomb, National Asphalt Pavement Association (NAPA)., An introduction to warm-mix asphalt., http://www.warmmixasphalt.org/submissions/420071125_introduction_to_warm-mix_asphalt.pdf. Accessed 24 Mar. 2020. (2018)
21
J. Y. Park, S. U. Kim, K. W. Kim and et al. Ozkul, In Proceedings of 7th Asian Symposium on Polymers in Concrete (ASPIC 2012), Performance of polymer-modified warm-mix asphalt concrete at high service temperature., October 3-5, 193-201., Istanbul, Turkey,. Istanbul Technical University,. (2012)
22
V. S. Punith, F. Xiao and S. N. Amirkhanian, Journal of ASTM International, Moisture and rutting resistance of foamed asphalt mixtures containing recycled coal ash and shingles with moist aggregates., 9(2); 1-11 (2012)10.1520/JAI103660
23
F. Xiao and S. N. Amirkhanian, Construction and Building Materials, Effects of liquid antistrip additives on rheology and moisture susceptibility of water bearing warm mixtures., 24(9); 1649-1655 (2010)10.1016/j.conbuildmat.2010.02.027
24
K. S. Yeon, S. Kim, H. J. Lee and K. W. Kim, Journal of Testing and Evaluation (ASTM), Low temperature tensile characteristics of warm-mix asphalt mixtures., 42(4); 903-911 (2014)10.1520/jte20120364
25
M. Y. Yoo, S. H. Jeong, J. Y. Park, H. H. Kim and K. W. Kim, Journal of the Transportation Research Board, TRB, Low temperature fracture characteristics of selected warm-mix asphalt concretes., 2208; 40-47 (2011)10.3141/2208-06
26
Y. B. Yun, M. S. Lee, S. H. Jeong, S. Lee, S. Kim, S. J. Lee and K. W. Kim, In Proceedings of USB, International Symposium on Advanced Technologies in Asphalt Pavement (ATAP 2014),, Rut-related performance of polymer-modified WMA mixture in comparison with tensile property., Chuncheon, Republic of Korea.. (2014)
Information
  • Publisher :The Korean Society of Agricultural Engineers
  • Publisher(Ko) :한국농공학회
  • Journal Title :Journal of Korean Society of Agricultural Engineers
  • Journal Title(Ko) :한국농공학회논문집
  • Volume : 62
  • No :3
  • Pages :29-38
  • Received Date : 2020-03-06
  • Revised Date : 2020-04-03
  • Accepted Date : 2020-04-03
  • DOI :https://doi.org/10.5389/KSAE.2020.62.3.029
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