Improving concrete underground mining pavements performance through the synergic effect of silica fume, nanosilica, and polypropylene fibers

被引:21
作者
Brescia-Norambuena, Leonardo [1 ]
Gonzalez, Marcelo [2 ]
Avudaiappan, Siva [3 ]
Saavedra Flores, Erick, I [3 ]
Grasley, Zachary [4 ]
机构
[1] Univ Diego Portales, Escuela Ingn Obras Civiles, Ejercito Libertador 441, Santiago, Chile
[2] Pontificia Univ Catolica Chile, Dept Ingn & Gest Construcc, Ave Vicuna Mackenna 4860, Santiago, Chile
[3] Univ Santiago Chile, Dept Ingn Obras Civiles, Estn Cent, Av Ecuador 3659, Santiago, Chile
[4] Texas A&M Univ, Zachry Dept Civil & Environm Engn, Ctr Infrastruct Renewal, College Stn, TX USA
关键词
Underground concrete pavements; Fibers; Nanosilica; Silica fume; Durability; Sustainability; MECHANICAL-PROPERTIES; TRANSITION ZONE; NANO-SILICA; RESISTANCE; DURABILITY; COMPOSITES; ELASTICITY; ABRASION; SULFATE; STEEL;
D O I
10.1016/j.conbuildmat.2021.122895
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Concrete pavements for underground mining are in service under very aggressive exposure conditions (heavy loads and chemical attacks), which reduce their service life and affect mining productivity. Aiming to improve the concrete's performance, the combined use of silica fume, nanosilica, and polypropylene fibers was investigated. While each of these materials contributes independently to improving concrete performance, the similar chemistry of nanosilica and silica fume and the considerable workability loss by using each of these materials could negatively impact the concrete properties when used together. Therefore, it is necessary to demonstrate the synergy of using these three materials together, and quantify their relevance in the concrete response. In comparison to the control mix, the concrete mixes with the combined additions showed an average improvement of i) 17% of compressive strength, ii) 23% of splitting strength, and iii) 22% of flexural strength, iv) 200% of the surface resistivity, v) 212% of the abrasion resistance, and vi) 158% of less sulfate expansion. As the numerical modelling of the results indicated a statistically significant interaction between the independent variables, it is proposed that the silica fume, nanosilica, and fibers act synergically, enhancing the underground mining pavements. (C) 2021 Elsevier Ltd. All rights reserved.
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页数:13
相关论文
共 55 条
  • [31] Design and properties of sustainable concrete
    Mueller, Harald S.
    Breiner, Raphael
    Moffatt, Jack S.
    Haist, Michael
    [J]. 2ND INTERNATIONAL CONFERENCE ON SUSTAINABLE CIVIL ENGINEERING STRUCTURES AND CONSTRUCTION MATERIALS, 2014, 95 : 290 - 304
  • [32] Nawy E.G, 2014, CONSTRUCTION ENG HDB, DOI [10.1007/s13398-014-0173-7.2, DOI 10.1007/S13398-014-0173-7.2]
  • [33] Nili M., 2010, P 2 INT C SUST CONST, P7
  • [34] Investigating the effect of the cement paste and transition zone on strength development of concrete containing nanosilica and silica fume
    Nili, Mahmoud
    Ehsani, Ahmad
    [J]. MATERIALS & DESIGN, 2015, 75 : 174 - 183
  • [35] PachecoTorgal F, 2013, WOODHEAD PUBL MATER, P1, DOI 10.1533/9780857098832
  • [36] A review of waste products utilized as supplements to Portland cement in concrete
    Paris, Jerry M.
    Roessler, Justin G.
    Ferraro, Christopher C.
    DeFord, Harvey D.
    Townsend, Timothy G.
    [J]. JOURNAL OF CLEANER PRODUCTION, 2016, 121 : 1 - 18
  • [37] Laboratory study on the effect of polypropylene fiber on durability, and physical and mechanical characteristic of concrete for application in sleepers
    Ramezanianpour, A. A.
    Esmaeili, M.
    Ghahari, S. A.
    Najafi, M. H.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2013, 44 : 411 - 418
  • [38] Practical evaluation of relationship between concrete resistivity, water penetration, rapid chloride penetration and compressive strength
    Ramezanianpour, Ali Akbar
    Pilvar, Amirreza
    Mandikhani, Mandi
    Moodi, Faramarz
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (05) : 2472 - 2479
  • [39] Road Research Laboratory, 1950, DES CONCR MIX
  • [40] Rupnow T.D., 2011, EVALUATION SURFACE R