4.5 Article

Effects of slag-based cementitious material on the mechanical behavior and heavy metal immobilization of mine tailings based cemented paste backfill

期刊

HELIYON
卷 8, 期 9, 页码 -

出版社

CELL PRESS
DOI: 10.1016/j.heliyon.2022.e10695

关键词

Cemented paste back fill; Heavy metals; Mechanical strength; Immobilization; Hydration products; Slag

资金

  1. National Natural Science Foundation of China
  2. Key Scienti fi c Research Project of Henan Higher Education Institutions
  3. Science and Tech- nology Innovation Foundation of Henan Agricultural University
  4. [51008118]
  5. [18B610001]
  6. [KJCX2017A06]

向作者/读者索取更多资源

Slag-based cementitious material can effectively improve the compressive strength of cemented paste backfill and immobilize heavy metals in tailings at a certain dosage.
Slag-based cementitious material was synthesized from blast furnace slag, clinker, gypsum, and activator to replace cement in cemented paste backfill (CPB). We researched the influence of slag-based cementitious material dosages and curing times on the properties of CPB, including unconfined compressive strength tests, leachate toxicity and chemical speciation of heavy metal as well as microstructural tests and analyses. The results indicated that the addition of slag-based cementitious material improved the compressive strength of the CPB, which attained the compressive strength requirements (>= 1.0 MPa) at 28 days. The leachate concentrations of Pb, Cr, Cu, and Cd in CPB decreased as the slag-based cementitious material dosage and curing period increased, which met the standard (GB 5085.3-2007). The dosage of 10% slag-based cementitious material could effectively immobilize the heavy metals in the tailings, and the immobilization performance was similar to that of 20% cement, which indicated the amount of slag-based cementitious material was only half the quantity of cement in CPB. Micro-structural analysis showed the hydration products included calcium silicate hydrate, ettringite, and portlandite, which could enhance the bonding force between the tailing grains.

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