Physic-mechanical properties of fly ash filling material at early age and its hydration process

被引:0
|
作者
Du M. [1 ]
Kang T. [1 ]
Yin B. [1 ]
Wu L. [1 ]
机构
[1] Institute of Mining Technology, Taiyuan University of Technology, Taiyuan, 030024, Shanxi
来源
Kang, Tianhe (kangtianhe@163.com) | 1600年 / Academia Sinica卷 / 35期
基金
中国国家自然科学基金;
关键词
Correlation; Early age; Fly ash filling material; Hydration process; Mining engineering; Physico-mechanical characteristics;
D O I
10.13722/j.cnki.jrme.2015.0538
中图分类号
学科分类号
摘要
Fly ash filling materials at early age have low strength, large deformation, poor liquidity and severe water bleeding. Several experiments on the fly ash filling materials with three different mixing ratios at early age were carried out to study the bulk electrical resistivity, the electrical resistivity of pore solution, the uniaxial compressive strength and the elastic modulus varied with time. The porosity variation with time was analyzed with the initial porosity and measured 1 d porosity of the filling material. The bulk resistivity was found to increase-decrease-increase with time. The resistivity of pore solution decreased firstly then tended to a stable value. Both the bulk resistivity and the resistivity of pore solution were influenced by the dosage of fly ash. The uniaxial compressive strength and elastic modulus increased with the extending of the hydration time, but decreased with the increase of the dosage of fly ash. The porosity decreased inversely exponentially with the extending of hydration time and decreased firstly then increased with the dosage of fly ash. In the late age of hydration, both the uniaxial compressive strength and elastic modulus were related to bulk resistivity logarithmically. The hydration process at early age can be divided into four stages, such as adsorption period, a dissolution period, setting period and hardening period. © 2016, Science Press. All right reserved.
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页码:826 / 836
页数:10
相关论文
共 35 条
  • [1] Qian M., Miao X., Xu J., Green mining of coal resources harmonizing with environment, Journal of China Coal Society, 32, 1, pp. 1-7, (2007)
  • [2] Miao X., Qian M., Research on green mining of coal resources in China current status and future prospects, Journal of Mining and Safety Engineering, 26, 1, pp. 1-14, (2009)
  • [3] Hu B., Backfill mining technology and development tendency in China coal mine, Coal Science and Technology, 40, 11, pp. 1-5, (2012)
  • [4] Zhao C., Study on coal mine new paste filling material properties and its application, (2008)
  • [5] Zhao C., Zhou H., Qu Q., Et al., Preliminary test on mechanical properties of paste filling material, Journal of China University of Mining and Technology, 33, 2, pp. 159-161, (2004)
  • [6] Niu H., Hu S., Lu X., Et al., Experiment on cementation material for coal mine paste filling, Concrete, 12, pp. 79-82, (2009)
  • [7] Dong H., Experimental study on filling slurry of goaf and transportation characteristic of pipeline, (2013)
  • [8] Liu J., Liu W., Mu Y., Et al., Basic experiment and study on optimal proportioning and mechanical properties of waste paste, Mining Safety and Environmental Protection, 41, 2, pp. 28-31, (2014)
  • [9] Mccarter W.J., Tran D., Monitoring pozzolanic activity by direct activation with calcium hydroxide, Construction and Building Materials, 10, 3, pp. 179-184, (1996)
  • [10] Mccarter W.J., Chrisp T.M., Starrs G., Et al., Characterization and monitoring of cement-based systems using intrinsic electrical property measurements, Cement and Concrete Research, 33, 2, pp. 197-206, (2003)