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Preparation of Cemented Oil Shale Residue-Steel Slag-Ground Granulated Blast Furnace Slag Backfill and Its Environmental Impact.
Li, Xilin; Li, Kexin; Sun, Qi; Liu, Ling; Yang, Jianlin; Xue, Haowen.
Afiliação
  • Li X; School of Civil Engineering, Liaoning Technical University, Fuxin 123000, China.
  • Li K; School of Civil Engineering, Liaoning Technical University, Fuxin 123000, China.
  • Sun Q; School of Civil Engineering, Liaoning Technical University, Fuxin 123000, China.
  • Liu L; School of Civil Engineering, Liaoning Technical University, Fuxin 123000, China.
  • Yang J; College of Materials Science and Engineering, Liaoning Technical University, Fuxin 123000, China.
  • Xue H; School of Civil Engineering, Liaoning Technical University, Fuxin 123000, China.
Materials (Basel) ; 14(8)2021 Apr 19.
Article em En | MEDLINE | ID: mdl-33921755
ABSTRACT
A new environmentally friendly cemented oil shale residue-steel slag-ground granulated blast furnace slag backfill (COSGB) was prepared using oil shale residue (OSR), steel slag (SS) and ground granulated blast furnace slag (GGBS) as constituent materials. Based on univariate analysis and the Box-Behnken design (BBD) response surface method, the three responses of the 28 days unconfined compressive strength (UCS), slump and cost were used to optimize the mix ratio. Using a combination of scanning electron microscopy-energy dispersive spectroscopy (SEM-EDS), Fourier transform infrared (FTIR) spectroscopy, X-ray diffraction (XRD) and mercury intrusion porosimetry (MIP), the reaction products, microscopic morphology and pore structure of the specimens with the optimal mix ratio at different curing ages were analyzed. The influence of heavy metal ions from the raw materials and the COSGB mixtures on the groundwater environment was studied by leaching tests. The research demonstrates that the optimal mix ratio is GGBS mixing amount 4.85%, mass ratio of SS to OSR 0.82, and solid mass concentration 67.69%. At shorter curing age, the hydration products are mainly calcium alumino silicate hydrate (C-A-S-H) and calcium silicate hydrate (C-S-H) gels. With the increase of curing age, ettringite (AFt) and C-S-H gels become the main source of the UCS. Meanwhile, the porosity of the filler decreases continuously. The leaching concentration of heavy metal ions from the COSGB mixtures is all lower than the leaching concentration of raw materials and meet the requirements of the Chinese groundwater quality standard (GB/T 14848-2017). Therefore, this new COSGB cannot pollute the groundwater environment and meets backfill requirements. The proposed technology is a reliable and environmentally friendly alternative for recycling OSR and SS while simultaneously supporting cemented paste backfill (CPB).
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Texto completo: 1 Base de dados: MEDLINE Idioma: En Ano de publicação: 2021 Tipo de documento: Article

Texto completo: 1 Base de dados: MEDLINE Idioma: En Ano de publicação: 2021 Tipo de documento: Article