ANALYSIS OF THE EFFECTS OF AGEING ON THE COHESIVE STRENGTH OF POLYMER-MODIFIED BITUMEN AT LOW TEMPERATURES

被引:0
作者
Zheng, Chuanfeng [1 ]
Li, Genze [1 ]
Xu, Yazhi [1 ]
Wang, Danni [2 ]
Lv, Dan [1 ]
机构
[1] Jilin Univ, Coll Construct Engn, Changchun, Jilin, Peoples R China
[2] Jilin Univ, Coll Traff, Changchun, Jilin, Peoples R China
来源
BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING | 2018年 / 13卷 / 02期
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
ageing; bitumen embrittlement time; decay curve; low-temperature cohesive strength; polymer-modified bitumen; AGGREGATE CONTACT SURFACE; MODIFIED ASPHALT BINDERS; SBS MODIFIED ASPHALT; MIX ASPHALT; WASTE PE; STORAGE STABILITY; TEST TECHNOLOGY; PERFORMANCE; RESISTANCE; MECHANISM;
D O I
10.7250/bjrbe.2018-13.410
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The decay law on the ageing process of the cohesive strength of styrene-butadiene-styrene(SBS)- and polyethylene(PE)-modified bitumens at low temperatures was investigated. The rotated-thin-film oven test was used to age the two types of polymer-modified bitumens. The cohesive strengths at different low-temperature conditions were tested quantitatively according to technology for testing the low-temperature cohesive strength of bitumen. The decay curve of bitumen low-temperature cohesive strengths was drawn, and the embrittlement time of bitumen at different ageing states was obtained according to the decay curve. Results showed that ageing time definitely influenced the attenuation degree of the low-temperature cohesive strength of the two types of polymer-modified bitumens and influenced the appearance of the low-temperature cohesive strength peak, i.e., the bitumen embrittlement time, which advanced after ageing. The lightweight components of polymer-modified bitumen were lost after ageing. The bitumen embrittlement time was advanced, and the sharp attenuation of the low-temperature cohesive strength of bitumen appeared. In the future, bitumen antiageing technology and lighter part pre-supplement technology should be studied in-depth.
引用
收藏
页码:156 / 164
页数:9
相关论文
共 30 条
  • [1] Moisture Damage Prediction of Polymer Modified Asphalt Binder Using Support Vector Regression
    Arifuzzaman, M.
    Hassan, Md. Rafiul
    [J]. JOURNAL OF COMPUTATIONAL AND THEORETICAL NANOSCIENCE, 2014, 11 (10) : 2221 - 2227
  • [2] Low-temperature tensile behaviour of asphalt binders: Application of loading time-temperature-conditioning time superposition principle
    Cerni, G.
    Cardone, F.
    Colagrande, S.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (04) : 2133 - 2145
  • [3] Investigation on the Development of Asphalt Mixture Limit Criteria for Low-Temperature Cracking
    Falchetto, Augusto Cannone
    Moon, Ki Hoon
    Wistuba, Michael P.
    [J]. TRANSPORTATION RESEARCH RECORD, 2016, (2574) : 83 - 91
  • [4] Combined modification of asphalt by waste PE and rubber
    Fang, Changqing
    Li, Tiehu
    Zhang, Zengping
    Wang, Xin
    [J]. POLYMER COMPOSITES, 2008, 29 (10) : 1183 - 1187
  • [5] Comparative Study of Asphalts Modified by Packaging Waste EPS and Waste PE
    Fang, Changqing
    Hu, Jingbo
    Zhou, Shisheng
    Wang, Hongtao
    Zhang, Maorong
    Zhang, Ying
    [J]. POLYMER-PLASTICS TECHNOLOGY AND ENGINEERING, 2011, 50 (02) : 220 - 224
  • [6] UV-Aging Resistance of Packaging Waste PE Modified Asphalts
    Fang, Changqing
    Zhang, Maorong
    Zhang, Zengping
    Zhou, Shisheng
    [J]. POLYMER-PLASTICS TECHNOLOGY AND ENGINEERING, 2009, 48 (09) : 945 - 949
  • [7] Predicting the tensile relaxation modulus of asphalt mixes based on the mix design and environmental factors
    Forough, Seyed Arash
    Moghadas Nejad, Fereidoon
    Khodaii, Ali
    [J]. INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2017, 18 (07) : 633 - 644
  • [8] Improved storage stability of LDPE/SBS blends modified asphalts
    Gao, GT
    Zhang, Y
    Zhang, YX
    Sun, K
    Fan, YZ
    [J]. POLYMERS & POLYMER COMPOSITES, 2002, 10 (03) : 229 - 236
  • [9] Multiscale test research on interfacial adhesion property of cold mix asphalt
    Guo, Meng
    Tan, Yiqiu
    Zhou, Shuiwen
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2014, 68 : 769 - 776
  • [10] Hampl R, 2015, APPL RHEOL, V25, DOI [10.3933/ApplRheol-25-34675, 10.3933/APPLRHEOL-25-34675]