Investigation of the hydration kinetics and microstructure formation mechanism of fresh fly ash cemented filling materials based on hydration heat and volume resistivity characteristics

被引:53
作者
Yin, Bo [1 ,2 ]
Kang, Tianhe [1 ]
Kang, Jianting [1 ]
Chen, Yuejuan [1 ,2 ]
Wu, Linlin [1 ]
Du, Mingze [1 ]
机构
[1] Taiyuan Univ Technol, Inst Min Technol, Taiyuan 030024, Shanxi, Peoples R China
[2] Inner Mongolia Univ Technol, Sch Min & Technol, Hohhot 010051, Peoples R China
基金
中国国家自然科学基金;
关键词
Fly ash cemented filling materials (FCFM); Hydration heat; Volume resistivity; Hydration kinetics; C-S-H gel content; Microstructure formation mechanism; CALCIUM SILICATE HYDRATE; ELECTRICAL-RESISTIVITY; COMPRESSIVE STRENGTH; COAL COMBUSTION; BLENDED CEMENT; MODEL; SHRINKAGE; CONCRETE; CHINA; TEMPERATURE;
D O I
10.1016/j.clay.2018.09.019
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
Fly ash cemented filling materials (FCFM) have received a great deal of attention in recent years as more sustainable solutions to the large-scale utilization problems of fly ash and coal gangue. Based on the hydration heat and the volume resistivity characteristics, this study examined the changes in the fresh FCFM properties from the thermodynamic and electrical perspectives, which reflected the characteristics of the hydration kinetics and microstructure formation mechanism of the FCFM. The results showed that the hydration exothermic process of the FCFM exhibited a rapid reaction stage, an induction stage, an acceleration stage, a deceleration stage and a stable stage. Compared with cement, the mixture of fly ash and coal gangue resulted in a substantially lower hydration heat. The volume resistivity of the FCFM changed over time, initially increasing, then decreasing, then increasing again. The hydration kinetics of the FCFM could be described by three processes: nucleation and crystal growth (NG), interactions at the phase boundaries (I) and diffusion (D). The NG process dominated in the early stage of hydration, and the I and D processes gradually became dominant as the hydration degree increased. Compared with cement, changing the hydration kinetics required a higher degree of hydration in the mixture of fly ash and coal gangue. The improvement in the hydration reaction rate of FCFM due to additives was primarily reflected in the early hydration stage. The calculated data on the C-S-H gel content of the FCFM paste agreed well with the changes in the uniaxial compressive strength (UCS) and plane porosity over time. Remarkable negative correlations between the plane porosity and the UCS and between the plane porosity and the C-S-H gel content were found, along with a significant positive correlation between the C-S-H gel content and UCS. A microstructure formation mechanism model of the FCFM was constructed, and the hydration process of the filling material was divided into a dissolution period, a hydration period and a flocculated-structure formation and growth period. These findings provide new insights into the hydration kinetics and microstructure formation mechanism of fresh FCFM.
引用
收藏
页码:146 / 158
页数:13
相关论文
共 65 条
  • [1] [Anonymous], 2005, ANN B ASTM STAND, P204, DOI DOI 10.1520/C0311-13.2.
  • [2] [Anonymous], 2012, Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete, DOI 10.1520/C0618-17A
  • [3] X-ray microtomography (μ-CT) to analyze the pore structure of a Portland cement composite based on the selection of different regions of interest
    Bernardes, Elen E.
    Carrasco, Edgar V. Mantilla
    Vasconcelos, Wander L.
    de Magalhaes, Aldo G.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2015, 95 : 703 - 709
  • [4] NUCLEI GROWTH-MODEL IN KINETIC-ANALYSIS OF CEMENT HYDRATION
    BEZJAK, A
    [J]. CEMENT AND CONCRETE RESEARCH, 1986, 16 (04) : 605 - 609
  • [5] A review of the multi-component utilisation of coal fly ash
    Blissett, R. S.
    Rowson, N. A.
    [J]. FUEL, 2012, 97 : 1 - 23
  • [6] Cala JHO, 2015, ACTOS URGENTES EN LAS EJECUCIONES EXTRAJUDICIALES, SUMARIAS O ARBITRARIAS: APROXIMACION CONCEPTUAL Y ANALISIS DE CASOS EN EL CONFLICTO ARMADO NO INTERNACIONAL EN COLOMBIA, P1
  • [7] Chaube R, 2005, MODELLING CONCRETE P
  • [8] A modeling method for a disaster chain-Taking the coal mining subsidence chain as an example
    Chen, Yuejuan
    Zhang, Jin
    Zhou, Anchao
    Yin, Bo
    [J]. HUMAN AND ECOLOGICAL RISK ASSESSMENT, 2018, 24 (05): : 1388 - 1408
  • [9] Evolutionary trace for early hydration of cement paste using electrical resistivity method
    Dong, Biqin
    Zhang, Jianchao
    Wang, Yanshui
    Fang, Guohao
    Liu, Yuqing
    Xing, Feng
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2016, 119 : 16 - 20
  • [10] [杜明泽 Du Mingze], 2016, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V35, P826