Production of sustainable self-consolidating mortar with low environmental impact

被引:2
|
作者
Yaseri, Sajad [1 ]
Jafarinoor, Ashkan [1 ]
Mahdikhani, Mahdi [2 ]
机构
[1] Islamic Azad Univ, Qazvin Branch, Dept Civil Engn, Qazvin, Iran
[2] Imam Khomeini Int Univ, Dept Civil Engn, Qazvin, Iran
关键词
Self-consolidating mortar (SCMO); Ground granulated blast furnace slag (GGBFS); Fresh properties; Workability; Setting time; Rice husk ash (RHA); Embodied CO2 index (e-CO2); Environmental impact; RICE-HUSK ASH; BLAST-FURNACE SLAG; HIGH-PERFORMANCE CONCRETE; LIFE-CYCLE ASSESSMENT; SUPPLEMENTARY CEMENTITIOUS MATERIALS; COMPRESSIVE STRENGTH; FLY-ASH; COMPACTING CONCRETE; HARDENED PROPERTIES; RHEOLOGICAL PROPERTIES;
D O I
10.1007/s11356-022-24219-7
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Reusing industrial by-products and agricultural waste as supplementary cementitious materials for producing sustainable concrete is one of the most promising ways to reduce cement production and the detrimental effects of concrete constructions on the environment. However, when it comes to preparing self-consolidating concrete (SCC) and mortar (SCMO) containing such materials in high volume, bleeding, and segregation of their fresh mixture are the crucial factors hindering their large-scale application. In this regard, the main aim of this study is to address such issues by designing sustainable SCMO using ground granulated blast furnace slag (GGBS) in high volume and rice husk ash (RHA) with comparatively lower environmental impact and high quality. To achieve this goal, the workability of fresh mixture and all its three main characteristics, including segregation resistance, passing ability, and filling ability, were evaluated with recently developed empirical apparatuses. For this purpose, 12 mixtures with different compositions were prepared to investigate the fresh properties, compressive strength, setting time, and environmental impact index. The results indicate that there are inextricable links between mixing proportions, strength, and carbon emissions of the mixture. Sustainable SCMO with an embodied-CO2 index lower than 4.5 kg/MPa.m3, good workability, and compressive strength of 49.7 MPa was designed by optimizing cementitious content, while the e-CO2 index of the control mixture was around 8 kg/MPa.m(3). The addition of GGBFS and RHA not only decreased the e-CO2 index but also increased the unit cement strength contribution index. The results also indicated that by increasing GGBFS, the fluidity and segregation of the mixture increased while adding RHA increased viscosity and modified bleeding and the segregation index. Moreover, the growth rate of the compressive strength in mixtures containing GGBFS was much higher than that of the control mix at the same age. The promising results of this experimental study indicate that utilization of GGBFS and RHA in SCMO mixture can provide a practical way to reduce the environmental effects of cement production and pave the way for friendly disposal of slag and waste products.
引用
收藏
页码:31035 / 31059
页数:25
相关论文
共 50 条
  • [1] Production of sustainable self-consolidating mortar with low environmental impact
    Sajad Yaseri
    Ashkan Jafarinoor
    Mahdi Mahdikhani
    [J]. Environmental Science and Pollution Research, 2023, 30 : 31035 - 31059
  • [2] Mortar Tests for Self-Consolidating Concrete
    Domone, Peter
    [J]. Concrete International, 2006, 28 (04) : 39 - 45
  • [3] Sustainable self-consolidating grout
    Baltimore, C., V
    Mwangi, J.
    Siggard, K.
    [J]. BRICK AND BLOCK MASONRY: TRENDS, INNOVATIONS AND CHALLENGES, 2016, : 1423 - 1426
  • [4] Study of particle packing in self-consolidating mortar systems
    Rizwan, Syed Ali
    Zaman, Qamar Uz
    Bier, Thomas A.
    [J]. CONSTRUCTION MATERIALS AND STRUCTURES, 2014, : 384 - 390
  • [5] Rheology of mortar and its influences on performance of self-consolidating concrete
    Ng, I.Y.T.
    Ng, P.L.
    Kwan, A.K.H.
    [J]. Key Engineering Materials, 2009, 400-402 : 421 - 426
  • [6] Rheology of Mortar and its Influences on Performance of Self-Consolidating Concrete
    Ng, I. Y. T.
    Ng, P. L.
    Kwan, A. K. H.
    [J]. ADVANCES IN CONCRETE AND STRUCTURES, 2009, 400-402 : 421 - 426
  • [7] Splitting tensile strength of sustainable self-consolidating concrete
    Mohamed, Osama A.
    Syed, Zubair I.
    Najm, Omar F.
    [J]. ICSDEC 2016 - INTEGRATING DATA SCIENCE, CONSTRUCTION AND SUSTAINABILITY, 2016, 145 : 1218 - 1225
  • [8] New insight into the equivalent concrete mortar approach for self-consolidating concrete
    Kabagire, Daddy
    Diederich, Paco
    Yahia, Ammar
    [J]. JOURNAL OF SUSTAINABLE CEMENT-BASED MATERIALS, 2015, 4 (3-4) : 215 - 224
  • [9] Specifications and testing of self-consolidating mortar designated for annular space grouting
    Hwang, Soo-Duck
    Khayat, Kamal H.
    Morin, Richard
    [J]. CANADIAN JOURNAL OF CIVIL ENGINEERING, 2011, 38 (04) : 422 - 432
  • [10] Self-consolidating concrete
    Harris, B
    [J]. PCI JOURNAL, 2003, 48 (04): : 153 - 153