• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 56 Issue 4
Jul.  2021
Turn off MathJax
Article Contents
Journal of Southwest Jiaotong University  > 2021  >  56(4): 839-846.
XIAO Feipeng, ZONG Qidi, WANG Jingang, CHEN Jun, LIU Ji. Moisture Susceptibility of SBS and Coarse Crumb Rubber Composite Modified Asphalt Permeable Mixture[J]. Journal of Southwest Jiaotong University, 2021, 56(4): 839-846. doi: 10.3969/j.issn.0258-2724.20191116
Citation: XIAO Feipeng, ZONG Qidi, WANG Jingang, CHEN Jun, LIU Ji. Moisture Susceptibility of SBS and Coarse Crumb Rubber Composite Modified Asphalt Permeable Mixture[J]. Journal of Southwest Jiaotong University, 2021, 56(4): 839-846. doi: 10.3969/j.issn.0258-2724.20191116
shu

Moisture Susceptibility of SBS and Coarse Crumb Rubber Composite Modified Asphalt Permeable Mixture

doi: 10.3969/j.issn.0258-2724.20191116
  • Received Date: 11 Dec 2019
  • Rev Recd Date: 04 Mar 2020
    • Available Online: 08 Apr 2020
  • Publish Date: 15 Aug 2021
    Abstract
  • Permeable asphalt concrete (PAC) possesses good capacity of drainage and noise reduction due to its large porosity. Nevertheless, it is prone to suffer water damage. Coarse crumb rubber (CCR) and styrene-butadiene-styrene block copolymer (SBS) were used to prepare composite modified asphalt. Freeze-thaw splitting tensile strength ratio (TSR) was employed to evaluate the moisture susceptibility of PAC. The influences of the contents of SBS, coarse crumb rubber, asphalt binder, and hydrated lime as well as the nominal maximum particle size (NMPS) and passing percentage of key sieve sizes on the moisture susceptibility of PAC were explored to reveal the moisture damage resistance mechanism of SBS and CCR composite modified asphalt (SBS/CRMA) mixture. The results indicate that the increases in SBS content, the NMPS of aggregates, and the addition of slaked lime can effectively increase the TSR value. To optimize moisture susceptibility and cost efficiency, it is recommended that the favorable contents of SBS and CCR are 6% and 10%, respectively. Moreover, through grey relational analysis, the key sieve sizes that affect the moisture susceptibility of permeable asphalt mixtures with various NMPS were presented as well.

     

    • FullText(HTML)
  • loading
    • References(18)
  • XIAO F, HERNDON D A, AMIRKHANIAN S, et al. Aggregate gradations on moisture and rutting resistances of open graded friction course mixtures[J]. Construction and Building Materials, 2015, 85: 127-135.
    PAN Qinxue, QIAN Guoping, LIU Hongfu, et al. Applicability analysis on index values of water stability of asphalt mixture[C]//Proceedings of the 4th International Conference on GreenBuilding, Materials and Civil Engineering, GBMCE 2014. Florida: CRC Press, 2015: 377-381.
    孙璐,辛宪涛,任皎龙. 纳米改性沥青混合料路用性能[J]. 东南大学学报(自然科学版),2013,43(4): 873-876.

    SUN Lu, XIN Xiantao, REN Jiaolong. Pavement performance of nanomaterial modified asphalt mixture[J]. Journal of Southeast University (Natural Science Edition), 2013, 43(4): 873-876.
    YUAN Yuqing, GAO Danying, ZHAO Jun, et al. Experimental study on water stability of asphalt mixture[J]. Advonced Materials Research, 2011, 266: 135-138.
    LI Junxiao, FU Wei, ZANG Hechao. Performance on water stability of cement-foamed asphalt cold recycled mixture[C]//The 8th International Conference on Mechanical and Aerospace Engineering (ICMAE 2017). Prague: IEEE, 2018: 2005-2010.
    LIU Minghui. Experimental study on water stability of cold recycled mixture stabilized with emulsified asphalt[J]. Applied Mechanics and Materials, 2012, 204/205/206/207/208: 1914-1917.
    郭平. Sasobit®温拌沥青混合料水稳定性能研究[J]. 郑州大学学报(工学版),2010,31(5): 36-39. doi: 10.3969/j.issn.1671-6833.2010.05.009

    GUO Ping. Study on water stability of Sasobit® warm mixture asphalt[J]. Journal of Zhengzhou University (Engineering Science), 2010, 31(5): 36-39. doi: 10.3969/j.issn.1671-6833.2010.05.009
    HUANG Weirong, LIU Tao, YANG Donglai. Research of grading ’s influence on asphalt mixture ’s water stability[C]//Proceedings of the 2011 IEEE International Conference on Automation and Logistics (ICAL). Piscataway: IEEE, 2011: 456-460.
    GUO Xuedong, CAO Jian, FANG Xiangyang. Study of water stability of asphalt mixture based on residual water[J]. Frontiers of Green Building,Materials and Civil Engineering, 2011, 71/72/73/74/75/76/77/78: 1791-1794.
    GUO Xuedong, CAO Jian, FANG Xiangyang. Study of water stability of AC and SMA asphalt mixture based on water content[J]. Advanced Materials Research, 2012, 457/458: 435-438. doi: 10.4028/www.scientific.net/AMR.457-458.435
    SHEN Guoyin. Common diseases and preventive measures during the asphalt concrete pavement construction[C]//Proceedings of the 2012 International Conference on Computer Distributed Control and Intelligent Environmental Monitoring (CDCIEM 2012). Los Alamitos: IEEE Computer Society, 2012: 198-203.
    丛林,郑晓光,吕伟民. 细集料泥土含量对沥青混合料水稳定性的影响[J]. 同济大学学报(自然科学版),2006,34(5): 619-623.

    CONG Lin, ZHENG Xiaoguang, LV Weimin. Effect of clay content in fine aggregate on water stability of asphalt mixture[J]. Journal of Tongji University (Natural Science), 2006, 34(5): 619-623.
    MA Tao, HUANG Xiaoming, ZHAO Yongli, et al. Aging behaviour and mechanism of SBS-modified asphalt[J]. Journal of Testing and Evaluation, 2012, 40(7): 1186-1191.
    WANG Tao, XIAO Feipeng, AMIRKHANIAN S, et al. A review on low temperature performances of rubberized asphalt materials[J]. Construction and Building Materials, 2017, 145: 483-505.
    KADLECEK S V, MODRY S, KADLECEK J V. Size effect of test specimens on tensile splitting strength of concrete:general relation[J]. Materials and Structures/Materiaux et Constructions, 2002, 34: 28-34.
    YANG Wenfeng. Effect and its mechanisms of hydrated lime on water stability of hot asphalt mixture[C]//Materials, Mechanical and Manufacturing Engineering. Zurich-Durnten: Trans Tech Publications Ltd., 2014: 22-26.
    肖飞鹏,宗启迪,陈军,等. 等离子体微表处理胶粉改性沥青工艺条件优化分析[J]. 中国公路学报,2019,32(4): 170-176.

    XIAO Feipeng, ZONG Qidi, CHEN Jun, et al. Processing conditions optimization analysis of crumb rubber modified asphalt treated by plasma micrometer processing method[J]. China Journal of Highway and Transport, 2019, 32(4): 170-176.
    张英,刘昌清,毛国军,等. LSPM沥青用量与水稳定性的关系探讨[J]. 建材技术与应用,2015(3): 8-9. doi: 10.3969/j.issn.1009-9441.2015.03.003

    ZHANG Ying, LIU Changqing, MAO Guojun, et al. Relationship between LSPM asphalt amount and water stability[J]. Research and Application of Building Materials, 2015(3): 8-9. doi: 10.3969/j.issn.1009-9441.2015.03.003
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(7)  / Tables(2)

    Get Citation
    PDF
    XML
    Article views(454) PDF downloads(9) Cited by()
    Proportional views
    Related

    Copyright © 2009 Journal of Southwest Jiaotong University

    Address: RM449 & 451, Administrative Building, Xipu Campus, Southwest Jiaotong University Western Hi-tech Zone, Chengdu, Sichuan 611756, P. R. China

    Tel: 028-66367562Fax: 028-66366552Email: xbz@home.swjtu.edu.cn

    Supported by: Beijing Renhe Information Technology Co. Ltd  support: info@rhhz.net

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return