Abstract

The purpose of this study is to explore the possibility of gold tailings as an alternative to natural river sand for preparing concrete, to solve the problems of rapid increase in gold tailings and insufficient natural river sand stock. Additionally, gold tailings upgraded by centrifugal separation are compared with untreated gold tailings. The performances and modification mechanisms of gold tailings on the mechanical strength and durability performance of concrete were investigated. The results demonstrate that concrete composed of gold tailings exhibits commendable mechanical and durability properties, with the optimal replacement level of natural river sand being 30%. Replacing river sand with gold tailings enhances the compressive and split tensile strengths of concrete, reduces water absorption, and improves its resistance to freeze-thaw cycles and chloride ion permeability, primarily owing to the pozzolanic activity and filling effect of the gold tailings. The upgrading of gold tailings not only changed altered the particle size but also changed the active SiO2 and Al2O3 content, thus, further enhancing the mechanical and durability of concrete. The study establishes that utilizing gold tailings in construction can serve as a viable substitute for river sand, thereby mitigating potential environmental repercussions associated with gold tailings. The findings hold promise for diminishing the reliance on river sand, thereby markedly enhancing resource sustainability.

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