Fractal features and dynamical characters of the microstructure of paste backfill prepared from fly ash based binder

被引:0
|
作者
Cheng H. [1 ]
Wu A. [1 ]
Wang Y. [1 ]
Wang H. [1 ]
Wang S. [1 ]
机构
[1] Key Laboratory of Educational Ministry for High Efficient Mining and Safety in Mental Mine, University of Science and Technology Beijing, Beijing
来源
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering | 2016年 / 35卷
基金
中国国家自然科学基金;
关键词
Fly ash; Fractal dimension; Hydration reaction; Microstructure; Mining engineering; Paste backfilling;
D O I
10.13722/j.cnki.jrme.2015.1607
中图分类号
学科分类号
摘要
There are not many indicators to quantify the effect of fly ash on promoting the development of objects and enhancing strength in paste in micro scale. Based on SEM and energy spectrum analysis experiment, paste micro structure research is conducted with the help of Fractal Theory and Reaction kinetics. Results show that combination of fly ash and cement hydrated products are beneficial to promote the produce of Ettringite of expansion phase. In a certain range, with the increasing input of fly ash, the production of Ettringite phase increase correspondingly, and the micro structure of paste is more and more compact. As the Box-counting Dimension increasing, the strength of paste increase dramatically at the beginning and remain stable at last. If the fly ash contains too much calcium, the production amount of Ettringite will be excessively and the Box-counting Dimension increase and then decrease, which acts as strength deterioration in macroscopic view. The established fly ash paste hydration reaction model divides its process into dissolution period, soakage period and setting and hardening period. Based on the two courses(named crystal nucleation and crystal growth), into which the develop procedure of gel particles are analyzed, the formula of cementing crystal growth rate is obtained. © 2016, Science Press. All right reserved.
引用
收藏
页码:4241 / 4248
页数:7
相关论文
共 21 条
  • [1] Gu D., Zhou K., Development theme of the modern metal mining, Mental Mine, 41, 7, pp. 1-8, (2012)
  • [2] Lee N.K., Lee H.K., Reactivity and reaction products of alkali-activated, fly ash/slag paste, Construction and Building Materials, 81, pp. 303-312, (2015)
  • [3] Wu A., Cheng H., Wang Y., Et al., Transport resistance characteristic of paste pipeline considering effect of wall slip, The Chinese Journal of Nonferrous Metals, 26, 1, pp. 180-187, (2016)
  • [4] Wang H., Li H., Wu A., Et al., New paste definition based on grading of full taillings, Journal of Central South University:Science and Technology, 45, 2, pp. 557-562, (2014)
  • [5] Yang Z., Gao Q., Wang Y., Et al., Research on filling body strength and rheological properties of mixed filling mortar with unclassified tailings and rod milling sand in Jinchuan mine, Chinese Journal of Rock Mechanics and Engineering, 33, pp. 3985-3991, (2014)
  • [6] Hu C.L., Microstructure and mechanical properties of fly ash blended cement pastes, Construction and Building Materials, 73, pp. 618-625, (2014)
  • [7] Fillenwarth B.A., Sastry S.M., Development of a predictive optimization model for the compressive strength of sodium activated fly ash based geopolymer pastes, Fuel, 147, pp. 141-146, (2015)
  • [8] Qian J., Characteristics of Fly Ash and Fly Ash Concrete, pp. 15-25, (2002)
  • [9] Du M., Kang T., Yin B., Et al., Study on early age physical and mechanical properties of fly ash filling material and its hydration process, Chinese Journal of Rock Mechanics and Engineering, 35, 4, pp. 826-836, (2016)
  • [10] Chen L., Pan R., Shen X., Et al., Strength and hydration property of fly ash-slag-cement composite cementitious material, Journal of Building Materials, 13, 3, pp. 380-384, (2010)