Study of the rheological behavior of fresh cement emulsified asphalt paste

被引:57
|
作者
Peng, Jianwei [1 ]
Deng, Dehua [1 ]
Yuan, Qiang [1 ]
Liu, Zanqun [1 ]
Fang, Lei [1 ]
机构
[1] Cent S Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China
基金
中国国家自然科学基金;
关键词
Cement emulsified asphalt paste; Viscosity; Shear thinning; Solid volume fraction; Superplasticizer; LATEX-PARTICLES; ADSORPTION; FLOW;
D O I
10.1016/j.conbuildmat.2014.05.023
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Cement emulsified asphalt (CA) paste is a suspension with organic and inorganic components, whose rheological behavior is more complicated than that of plain cement paste. The placement quality of CA mortar cushion layer of ballastless track is strongly influenced by its rheological behavior. In this paper, the shear conditions of construction of CA mortar in practical engineering were characterized, and effect of important parameters on its rheological behavior (specially focus on shear rate in practical engineering) was investigated, including solid volume fraction (V-s), mass ratio of asphalt to cement (A/C), and superplasticizer (SP) type and dosage. Pastes were proportioned with A/C of 0.3, 0.5, 0.7 and 0.9, various V-s of 30%, 40%, 50% and 60%, and SPs of polycarboxylate (PCA) and polynaphthalenesulfonate (PNS). Rheological curves were measured at 25 degrees C, using a rotating coaxial cylinder viscometer. Results indicate that most of the CA pastes are shear thinning flow in the shear rate range of practical engineering. The shear thinning behavior is slacked down with the decreasing of V-s, increasing of A/C and concentration of SPs. Severe shear thinning behavior maybe not good for the placement quality of CA mortar cushion layer. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:348 / 355
页数:8
相关论文
共 50 条
  • [1] Study on the rheological properties of fresh cement asphalt paste
    Zhang, Yanrong
    Kong, Xiangming
    Hou, Shanshan
    Liu, Yongliang
    Han, Song
    CONSTRUCTION AND BUILDING MATERIALS, 2012, 27 (01) : 534 - 544
  • [2] Rheological models for fresh cement asphalt paste
    Peng, Jianwei
    Deng, Dehua
    Liu, Zanqun
    Yuan, Qiang
    Ye, Tao
    CONSTRUCTION AND BUILDING MATERIALS, 2014, 71 : 254 - 262
  • [3] The thixotropic behavior of fresh cement asphalt emulsion paste
    Ouyang, Jian
    Tan, Yiqiu
    Corr, David J.
    Shah, Surendra P.
    CONSTRUCTION AND BUILDING MATERIALS, 2016, 114 : 906 - 912
  • [4] Factors influencing rheological properties of fresh cement asphalt emulsion paste
    Tan, Yiqiu
    Ouyang, Jian
    Li, Yunliang
    CONSTRUCTION AND BUILDING MATERIALS, 2014, 68 : 611 - 617
  • [5] RHEOLOGICAL BEHAVIOR OF FRESH CEMENT PASTE AS MEASURED BY SQUEEZE FLOW
    MIN, BH
    ERWIN, L
    JENNINGS, HM
    JOURNAL OF MATERIALS SCIENCE, 1994, 29 (05) : 1374 - 1381
  • [6] Effect of Demulsification Behavior of Emulsified Asphalt on Rheological Properties in CA Paste and Its Mechanism
    Zhu X.
    Hong J.
    Li W.
    1600, Tongji University (20): : 548 - 555
  • [7] Effects of asphalt emulsion on properties of fresh cement emulsified asphalt mortar
    Wang, Zhenjun
    Shu, Xiang
    Rutherford, Tyler
    Huang, Baoshan
    Clarke, David
    CONSTRUCTION AND BUILDING MATERIALS, 2015, 75 : 25 - 30
  • [8] Effects of emulsified asphalt on the rheological behaviors of magnesium phosphate cement
    Zhang, Huasheng
    Zhou, Guoyin
    Zhang, Qingsong
    Zhang, Shengtao
    Pei, Yan
    Kong, Xiaoguang
    Zhang, Mi
    Skoczylas, Frederic
    CONSTRUCTION AND BUILDING MATERIALS, 2023, 403
  • [9] Rheological properties of fresh cement paste and its relation to adsorption behavior of superplasticizer
    Lin, Dong
    Fang, Man-Man
    Xi, Ao-Lin
    Wang, Heng-Chang
    Yin, Su-Hong
    Wen, Zi-Yun
    Key Engineering Materials, 2009, 405-406 : 96 - 102
  • [10] Rheological properties of fresh cement paste and its relation to adsorption behavior of superplasticizer
    Lin, Dong
    Fang, Man-Man
    Xi, Xiao-Lin
    Wang, Heng-Chang
    Yin, Su-Hong
    Wen, Zi-Yun
    ULTRA-HIGH-PUMPABILITY AND HIGH PERFORMANCE CONCRETE TECHNOLOGY, 2009, 405-406 : 96 - 102