Influence of segregation on the permeability of self-consolidating concrete

被引:6
|
作者
Han, Jianguo [1 ]
Yan, Peiyu [1 ]
机构
[1] Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China
基金
中国国家自然科学基金;
关键词
SCC; Segregation; Image analysis; Permeability; Porosity; DYNAMIC STABILITY; RHEOLOGY;
D O I
10.1016/j.conbuildmat.2020.121277
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Segregation resistance of Self-Consolidating Concrete (SCC), concerning the cause of Water-Reducing Admixture (WRA) over dosage and vibration, was characterized by bulk density and image analysis first. Then, the influence of segregation on the permeability of SCC was investigated by the Total Charge Passed (TCP) obtained by integrating current-time curve. Meanwhile, porosity obtained under 50 degrees C and 105 degrees C was measured, and the relationship between TCP and porosity was discussed. Research results show that both the over dosage of WRA and vibration will lower the segregation resistance of SCC, and the effect of the later is more significant than that of the former; both bulk density distribution analysis and image analysis can be an effective way for evaluating the segregation resistance of SCC. Segregation will decrease the permeability of SCC, and there is power function relationship between bulk density and TCP, showing the significant influence of segregation on the permeability of SCC. Enhance the sand to paste volume ratio (STPVR) in the mix proportion of SCC benefits the segregation resistance of SCC on the effect of WRA over dosage, however, the increase of STPVR increases the permeability of SCC. Relationship between TCP and porosity showed that the porosity obtained under 50 degrees C (capillary porosity) is more appropriate than the porosity obtained under 105 degrees C (permeable porosity) for evaluating the permeability of SCC. (C) 2020 Elsevier Ltd. All rights reserved.
引用
下载
收藏
页数:12
相关论文
共 50 条
  • [21] Automatic image analysis process to appraise segregation resistance of self-consolidating concrete
    Nili, Mahmoud
    Razmara, Mehrdad
    Sadeghi, Maryam
    Razmara, Majid
    MAGAZINE OF CONCRETE RESEARCH, 2018, 70 (08) : 390 - 399
  • [22] Viscoelastic properties of self-consolidating concrete: Influence of the sustainable approach
    Samouh, Hamza
    Roziere, Emmanuel
    Bendimerad, Ahmed Zakarya
    Loukili, Ahmed
    CEMENT & CONCRETE COMPOSITES, 2018, 86 : 273 - 287
  • [23] Influence of aggregate type on workability of self-consolidating lightweight concrete
    Uygunoglu, T.
    Topcu, I. B.
    MAGAZINE OF CONCRETE RESEARCH, 2011, 63 (01) : 1 - 12
  • [24] Influence of Admixture Source on Fresh Properties of Self-Consolidating Concrete
    Ghafoori, Nader
    Gbadamosi, Aderemi
    Diawara, Hamidou
    Hasnat, Ariful
    MATERIALS, 2024, 17 (13)
  • [25] Passing ability and segregation stability of self-consolidating concrete with different aggregate proportions
    Ng, I. Y. T.
    Wong, H. H. C.
    Kwan, A. K. H.
    MAGAZINE OF CONCRETE RESEARCH, 2006, 58 (07) : 447 - 457
  • [26] Rheological model for self-consolidating concrete
    Bui, VK
    Akkaya, Y
    Shah, SP
    ACI MATERIALS JOURNAL, 2002, 99 (06) : 549 - 559
  • [27] Maturity of Prestressed Self-Consolidating Concrete
    Long, Wu-Jian
    Wang, Wei-Lun
    Xing, Feng
    Li, Man-Tang
    FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING III, PTS 1-3, 2013, 368-370 : 945 - 948
  • [28] Self-Consolidating Lightw eight Concrete
    Shi, Caijun
    Wu, Yanzhong
    Riefler, Chris
    Concrete International, 2006, 28 (02) : 40 - 43
  • [29] APPLICATION OF SELF-CONSOLIDATING CONCRETE IN BEIJING
    Yan, Peiyu
    Yu, Chenghang
    2ND INTERNATIONAL SYMPOSIUM ON DESIGN, PERFORMANCE AND USE OF SELF-CONSOLIDATING CONCRETE, 2009, 65 : 817 - +
  • [30] Mortar Tests for Self-Consolidating Concrete
    Domone, Peter
    Concrete International, 2006, 28 (04) : 39 - 45