All Issue

2022 Vol.12, Issue 1

Technical Notes

18 July 2022. pp. 1-15
Abstract
References
1
Blazejowski, K., Wójcik-Wiśniewska, M., Baranowska, W. and Ostrowski, P. (2019). Highly modified binders ORBITON HiMA Application Guide 2019, ORLEN Asphalt, Poland, pp. 1-30.
2
Blazejowski, K., Wójcik-Wiśniewska, M., Peciakowski, H. and Olszacki, J. (2016). "The Performance of a Highly Modified Binders for Heavy Duty Asphalt Pavements", ELSEVIER, Transportation Research Procedia, 14, pp. 679-684. 10.1016/j.trpro.2016.05.331
3
Bonemazzi, F., Braga, V., Corrieri, R., Giavarini, C. and Sartori, F. (1996). "Characteristics of Polymers and Polymer-Modified Binders, Transportation Research Record", Journal of the Transportation Research Board, 1535, pp. 36-47. 10.1177/0361198196153500106
4
Cai, J., Song, C., Zhou, B., Tian, Y., Li, R., Zhang, J. and Pei, J. (2019)."Investigation on high viscosity asphalt binder for permeable asphalt concrete with waste materials", ELSEVIER, Jorunal of Cleaner Production, 228, pp. 40-51. 10.1016/j.jclepro.2019.04.010
5
Ferguson, B.K. (2005). Porous Pavements, Taylor & Francis, CRC Press, Boca Raton, pp. 1-600.
6
Gibson, N., Qi, X., Shenoy, A., Al-Khateeb, G.M., Kutay, E., Andriescu, A., Stuart, K., Youtcheff, J. and Harman, T. (2012). FHWA-HRT-11-045; Performance Testing for Superpave and Structural Validation, U.S Department of Transportation Federal Highway Administration, McLean, Virginia, pp. 1-233.
7
Gražulytė, J. and Vaitkus, A. (2017). "Analysis of Methods and Criteria for Evaluation of Bitumen Performance at Low Temperatures", Environmental Engineering 10th International Conference, Vilnius Gediminas Technical University, Lithuania, pp. 1-8. 10.3846/enviro.2017.137
8
Habbouche, J., Hajj, E.Y., Sebaaly, P.E. and Piratheepan, M. (2020). "A critical review of high polymer modified asphalt binders and mixtures, Taylor&Francis", International Journal of Pavement Engineering, 21(6), pp. 686-702. 10.1080/10298436.2018.1503273
9
Hesp, S.A.M. (2004). Final Report for Highway IDEA Project 84; Development of a Fracture Mechanics-Based Asphalt Binder Test Method for Low Temperature Performance Prediction, Transportation Research Board, Washington, D.C., pp. 1-146.
10
Hesp, S.A.M., Soleimani, A., Subramani, S., Phillips, T., Smith, D., Marks, P. and Tam, K.K. (2009). "Asphalt pavement cracking: analysis of extraordinary life cycle variability in eastern and northeastern Ontario", Taylor&Francis, International Journal of Pavement Engineering, 10(3), pp. 209-227. 10.1080/10298430802343169
11
Hu, M., Sun, G., Sun, D., Zhang, Y., Ma, J. and Lu, T. (2020)." Effect of thermal aging on high viscosity modified asphalt binder: Rheological property, chemical composition and phase morphology", ELSEVIER, Construction and Building Materials, 241, pp. 1-13. 10.1016/j.conbuildmat.2020.118023
12
Kang, I.H. (2022). Evaluation of Low Temperature Performance of High Viscosity Asphalt Binder by Means of Mathematical Modeling Approach, Ph.D. thesis, Seoul National University of Science & Technology, Nowon-gu, Seoul, pp. 1-45.
13
Kim, S.S. (2013). Research Pays off; The Asphalt Binder Cracking Device Test, Transportation Research Board, TR-NEWS, 284, pp. 51-53.
14
Klutzz, R.Q. and Dongré, R. (1997). Effect of SBS Polymer Modification on the Low-Temperature Cracking of Asphalt Pavements, Asphalt Science and Technology, CRC Press, New York, pp. 217-233.
15
KS F 2491 (2017). Standard test method for the flexural beam test for asphalt binder, Korea Agency for Technology and Standards, Korea Industrial Standards Commission.
16
Lane, B. (2015), Presentation Paper; Addressing Asphalt Cement Quality Concerns, MEA 2015 Annual Conference & AGM, Municipal Engineers Association.
17
Lu, X. and Isacsson, U. (1997). "Rheological Characterization of Styrene-Buta- diene-Styrene Copolymer Modified Bitumens", ELSEVIER, Construction and Building Materials, 11(1), pp. 23-32. 10.1016/S0950-0618(96)00033-5
18
Lu, X. and Isacsson, U. (2000). "Laboratory Study on the Low Temperature Physical Hardening of Conventional and Polymer Modified Bitumens", ELSEVIER, Construction and Building Materials, 14(2), pp. 79-88. 10.1016/S0950-0618(00)00012-X
19
Mieczkowski, P., Budziński, B., Słowik, M., Kempa, J. and Sorociak, W. (2021). "Experimental Study of Tensile Properties of Styrene-Butadiene-Styrene Modified Asphalt Binders", Materials, 14(7), pp. 1-22. 10.3390/ma1407173433916170PMC8037092
20
Ministry of Land, Infrastructure and Transport (2020). Guidelines for the production and construction of porous asphalt concrete pavement.
21
Petersen, J.C., Robertson,, Branthaver, J.F., Harnsberger, P.M., Duvall, J.J. and Kim, S.S. (1994). SHRP-A-370; Binder Characterization and Evaluation Volume 4:Test Methods, Strategic Highway Research Program National Research Council, Washington, D.C., pp. 1-102.
22
Qu, L., Gao, Y., Yao, H., Cao, D., Pei, G., He, B., Duan, K. and Zhou, W. (2019). "Preparation and Performance Analysis of High-Viscosity and Elastic Recovery Modified Asphalt Binder", Hindawi, Advances in Civil Engineering, 2019, pp. 1-16. 10.1155/2019/6070685
23
Radziszewski, P. and Kowalski, K.J. (2014). "Quality Assessment of Bituminious Binders based on the Viscoelastic Properties: Polish Experience, Vilnius Gediminas Technical University", Journal of Civil Engineering & Management, 20(1), pp. 111-120. 10.3846/13923730.2013.843586
24
Scholten, E.J., Scholten, E.J., Timm, D.H., Willis, J.R., Powell, R., Kluttz, R.Q. and Vonk, W.C. (2011). Accelerated Loading Test Results of Two NCAT Sections with Highly Modified Asphalt, Australian Asphalt Pavement Association, 14th AAPA International Flexible Pavements Conference, Sydney, New South Wales, Australia, pp. 1-17.
25
Singh, S.K., Kumar, Y. and Ravindranath, S.S. (2018). "Thermal degradation of SBS in bitumen during storage: Influence of temperature, SBS concentration, polymer type and base bitumen", ELSEVIER, Polymer Degradation and Stability, 147, pp. 64-75. 10.1016/j.polymdegradstab.2017.11.008
26
Tabib, S., Hoque, F. and Marks, P. (2015). Ontario's Strategy to Enhance Asphalt Cement Quality, Proceedings to the 60th Annual Conference of the CTAA, Canadian Technical Asphalt Association, Manitoba, pp. 325-345.
27
Tang, N., Huang, W. and Hao, G. (2021). "Effect of aging on morphology, rheology, and chemical properties of high polymer modified asphalt binders", ELSEVIER, Construction and Building Materials, 281, pp. 1-11. 10.1016/j.conbuildmat.2021.122595
28
Yan, C., Huang, W., Zheng, M., Zhang, Y. and Lin, P. (2020). "Influence of ageing on high content polymer modified asphalt mixture stripping, Cracking and Rutting Performances", Taylor & Francis, Road Materials and Pavement Design, 22(1), pp. 1-18. 10.1080/14680629.2020.1727769
29
Zhao, M.O. and Hsep, S.A.M. (2006). "Performance grading of the Lamont, Alberta C-SHRP pavement trial binders", Taylor & Francis, International Journal of Pavement Engineering, 7(3), pp. 199-211. 10.1080/10298430600715667
30
Zhu, J. (2016). Storage Stability and Phase Separation Behaviour of Polymer-Modified Bitumen; Characterization and Modeling, Ph.D Thesis, KTH Royal Institute of Technology, Stockholm, Sweden, pp. 6-81.
31
Zhu, J., Birgisson, B. and Kringos, N. (2014). "Polymer modification of bitumen: Advances and challenges", ELSEVIER, European Polymer Journal, 54, pp. 18-38. 10.1016/j.eurpolymj.2014.02.005
32
Złotowska, M., Nagórski, R. and Błażejowski, K. (2021). "Concept of Similarity Method for Prediction of Fatigue Life of Pavement Structures with HiMA Binder in Asphalt Layers", MDPI, Materials, 14(3), 480. 10.3390/ma1403048033498367PMC7864019
33
髙橋茂樹 (2013). 高速道路におけるポーラスアスファルトの導入効果の検証と基層の脆弱化に関する研究, 博士論文, 北海道大学, 北海道, 日本, pp. 1-132.
34
古里典久, 石川 洋 and 小澤光一 (2001). "高粘度改質アスファルトの性状評価およびそれらの混合物性状に及ぼす影響", 日本土木学会, 土木学会舗装工学論文集, 6, pp. 61-68.
35
広津 栄三郎 and 鈴木 紀章 (1994), 改質アスファルトに特有の規格·試験法, 日本改質アスファルト協会, 改質アスファルト, 37(181), pp. 14-27.
36
大野滋也, 本松資朗 and 高原健吾 (2002). 高粘度改質アスファルトの新たな評価手法の開発, NEXCO総研 高速道路技術センター, 技術情報誌 EXTEC (Expressway Technology Center), 65, pp. 32-35.
37
西崎到, 新田弘之 and 加藤祐哉 (2010). 舗装路面の性能評価法の高度化に関する研究(2), 土木研究所, 平成22年度重点プロジェクト研究報告書, 9(3), pp. 1-21.
38
神谷愼吾 (2000). アスファルト/スチレン系ブロック共重合体 混合物の相溶性とミクロ構造及びその応用, 静岡大学, 静岡大学, 静岡, 日本, pp. 1-4109.
39
熊谷政行, 丸山記美雄, 安倍隆二 and 布施浩司 (2011). 積雪寒冷地における環境負荷低減舗装技術に関 する研究, 土木研究所, 平成23年度研成果報告書, 28, pp. 1-13.
40
日本改質アスファルト協会 (2020). ポリマー改質アスファルトポケットガイド(7版), 日本改質アスファルト協会, サンケイ総合印刷, pp. 4-99.
41
日本改質アスファルト協会技術委員会 (2021). バインダの曲げ試験方法導入背景と試験方法の紹介, https://www.jmaa.jp/pdf/test-mage.pdf (Online access : 2021.08.10.)
42
佐藤 大 and 岳本 秀人 and 安倍 隆二 (2003). "北海道における排水性 舗装の機能低下に関する一考察", 日本土木学会, 土木学会第58回年次学術講演会, V-661, pp. 1319-1320.
43
村山 雅人 and 濱田 幸二 (2005). 舗装技術の質疑応答 第9巻, 建設図書, pp. 206-210.
44
布施 浩司, 熊谷 政行 and 安倍 隆二 (2012). 積雪寒冷地における 低騒音舗装に関する検討, 寒地土木研究所, 平成23年度技術研究発表会, pp. 1-6.
45
舗装調査・試験法便覧 A063 (2019). ポリマー改質アスファルトの曲げ試験方法, 日本道路協會.
46
黄木秀実, 本松資朗, 高橋茂樹 and 上坂憲一 (2002), "改質アスファルトの新たな性能評価手法と混合物性状の相関性について",日本土木学会, 土木学会第57回年次学術講演会, 第5部, pp. 89-90.
Information
  • Publisher :KOREAN ASPHALT INSTITUTE
  • Publisher(Ko) :한국아스팔트학회
  • Journal Title :Journal of the Korean Asphalt Institute
  • Journal Title(Ko) :한국아스팔트학회지
  • Volume : 12
  • No :1
  • Pages :1-15
  • Received Date : 2022-06-14
  • Revised Date : 2022-07-01
  • Accepted Date : 2022-07-04