Study on the working performance of alkali-activated ultra-fine slag powder grouting material
XU Kai
DU Xiaoli
ZHANG Qingtao
Abstract:The workability of grouting materials critically governs their effectiveness in filling rock fractures and reinforcing rock masses.This study aimed to develop a high-performance grouting mate-rial utilizing ultra-fine slag powder.A systematic investigation was conducted through orthogonal ex-perimental design and range analysis,employing cement,ultra-fine slag powder,sodium silicate,and sodium hydroxide as raw materials.The variations in key performance indicators,including viscosity,fluidity,bleeding rate,and compressive strength of cement mortar,were quantitatively evaluated un-der different mix proportions.Complementary microstructural characterization via X-ray diffraction(XRD)and scanning electron microscopy(SEM)provided comparative insights into pure cement,optimized grout,and cement mortar.The experimental findings revealed that the synergistic incorporation of ultra-fine slag powder,sodium silicate,and sodium hydroxide substantially enhanced the grout's workability,achieving remarkable improvements:57.3%reduction in viscosity,25.6%increase in fluidity,and 96.7%suppression of bleeding rate.Microstructural analysis demonstrated that the hydration process modification-characterized by decreased portlandite(Ca(OH)2,CH)content and concurrent formation of limited ettringite(AFt)alongside abundant calcium silicate hy-drate(C—S—H)gel-contributed to a denser cement mortar matrix with enhanced durability.Both compressive and flexural strengths exhibited approximately linear growth with curing age,confirming the long-term stability of the optimized material.
Keywords:fractured rock massgrouting materialscement mortarultra-fine slag powdersodium sili-catemicrostructure
Publication Date:2026-02-28
Online Publishing Date:2026-01-31(First online date of this platform, not the publication date of the document)
Pages:9( 63-71 )
Mine Construction Technology

Mine Construction Technology

ISSN:1002-6029
Year, Vol.(Issue):2026,47(1)