The mechanical strength and durability properties of ternary blended cementitious composites containing granite quarry dust (GQD) as natural sand replacement

被引:66
作者
Ban, Cheah Chee [1 ]
Sern, Lim Jay [1 ]
Ramli, Mahyuddin B. [1 ]
机构
[1] Univ Sains Malaysia, Sch Housing Bldg & Planning, Usm 11800, Malaysia
关键词
Large volume recycling; Mechanical properties; Durability performance; High strength cementitious composites; FLY-ASH; ENGINEERING PROPERTIES; ENVIRONMENTAL-IMPACT; TRANSPORT-PROPERTIES; CUTTING WASTE; CONCRETE; PERFORMANCE; SHRINKAGE; AGGREGATE; EMISSIONS;
D O I
10.1016/j.conbuildmat.2018.11.194
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Cementitious composites are the most used man-made materials in the world with a global annual production quantum of 25 billion tonnes worldwide, contributing approximately 5% to the global greenhouse gas emissions. In the initiative to reduce the carbon footprint of cementitious composite production, are growing interests in the large volume reuse of industrial by products such as ground granulated blast-furnace slag (GGBS), pulverized fuel ash (PFA) and granite quarry dust (GQD) in cementitious composites production. Such an approach offers a two-fold solution towards addressing the waste management problem related to those industry by-products. At the same time however: reduction of carbon footprints of cementitious composite materials exists. However, in order to enable scalable applications of such a recycling approach, a comprehensive body of knowledge on the mechanical strength and durability performance of the cementitious composite products containing a large volume of the materials needs to be established. Hence, it is the primary aim of the study to report a comprehensive assessment on the mechanical strength and durability properties of high strength cementitious composites. These materials are produced with a large volume of the aforementioned materials as the primary binder and aggregate phase. Throughout the investigation, high strength cementitious composites mixes were produced with a large volume of PFA and GGBS binder. Then phase coupled with ordinary Portland cement (OPC). GQD was used as the fine aggregate phase in substitution of natural river sand at various level of substitution ranging between 0 and 100% by volume. The cementitious composites were characterized in terms of its fresh cementitious composites. Its fiowability and hardened cementitious composites properties mainly bulk density, compressive strength, flexural strength, and Ultrasonic Pulse Velocity were also assessed. In addition, the durability properties such as water absorptivity and porosity were also covered in this experimental program. Pore continuity was assessed in terms of air permeability and capillary absorption of the hardened specimens according to the testing age. This paper has also covered the dimensional stability assessment in terms of drying shrinkage. Besides, a comprehensive microstructural assessment was also performed to examine the microstructure morphology. From the results, we found full incorporation of GQD as NRS without significant impairment to the mechanical, durability and length change performance. Thus, the production of sustainable high strength cementitious composites with large volume recycling of GQD is feasible which in turn reduces the depletion on the natural river sand resources. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:291 / 306
页数:16
相关论文
共 89 条
  • [61] Stress-strain characteristics of concrete containing quarry rock dust as partial replacement of sand
    Kankam, Charles K.
    Meisuh, Bismark K.
    Sossou, Gnida
    Buabin, Thomas K.
    [J]. CASE STUDIES IN CONSTRUCTION MATERIALS, 2017, 7 : 66 - 72
  • [62] Advance treatment by nanographite for Portland pulverised fly ash cement (the class F) systems
    Kirgiz, Mehmet S.
    [J]. COMPOSITES PART B-ENGINEERING, 2015, 82 : 59 - 71
  • [63] Utilizing high volumes quarry wastes in the production of lightweight foamed concrete
    Lim, Siong Kang
    Tan, Cher Siang
    Li, Bo
    Ling, Tung-Chai
    Hossain, Md. Uzzal
    Poon, Chi Sun
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2017, 151 : 441 - 448
  • [64] Carbon emissions and policies in China's building and construction industry: Evidence from 1994 to 2012
    Lu, Yujie
    Cui, Peng
    Li, Dezhi
    [J]. BUILDING AND ENVIRONMENT, 2016, 95 : 94 - 103
  • [65] Strength and durability of concrete incorporating crushed limestone sand
    Menadi, B.
    Kenai, S.
    Khatib, J.
    Ait-Mokhtar, A.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2009, 23 (02) : 625 - 633
  • [66] Monteiro P., 2006, CONCRETE MICROSTRUCT
  • [67] Neville A., 2011, Properties of Concrete Fifth and Final Edition, DOI DOI 10.1139/L97-107
  • [68] Owaid H., 2012, AUST J BASIC APPL SC, V6, P2887
  • [69] The effect of cement paste volume and w/c ratio on shrinkage strain, water absorption and compressive strength of high performance concrete
    Piasta, Wojciech
    Zarzycki, Bartlomiej
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2017, 140 : 395 - 402
  • [70] Strength and environmental evaluation of stabilised Clay-PFA eco-friendly bricks
    Rahmat, Mohamad Nidzam
    Ismail, Norsalisma
    Kinuthia, John Mungai
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2016, 125 : 964 - 973