Experimental research on compressive strength deterioration of coal seam floor sandstone under the action of acidic mine drainage

酸性矿山排水作用下煤层底砂岩抗压强度劣化的实验研究

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Abstract

In sulphur-coal symbiotic coal seams, after the mining of sulphide iron ore, when the coal resources are mined, the mine water accumulated in the roadway mining area will have a certain impact on the stability of the surrounding rock of the coal seam roadway. Taking the floor sandstone of sulfur coal symbiotic coal seam as the research object, the roof fissure water with pH values of 7.48, 4.81 and 2.62 was used as the experimental solution. 10 experimental schemes were designed to measure the compressive strength of the samples under the action of AMD, and the hydrochemical analysis of AMD was conducted. The pore structures of the samples before and after the action of AMD were analyzed. Based on the hydrochemistry and pore structure, the deterioration mechanism of compressive strength of the coal seam floor sandstone under the action of AMD was explained. The results indicated that the compressive strength of the samples decreased with the increasing action time of AMD. The compressive strength decreased with the increment of the porosity. The concentration of H(+) ion in AMD was relatively small. Na(2)O in albite dissolved and reacted with water, leading to an increase in the concentration of Na(+) ion. Soluble substances such as MgCl(2) and CaSO(4) in the pore structure dissolved, leading to an increase in the concentration of Ca(2+) and Mg(2+) ions. The dissolution of soluble substances and the physical-chemical reactions between solutions and minerals were the essential causes of the continuous deterioration of the compressive strength of the coal seam floor sandstone. The results of this study can provide a theoretical basis for the deterioration of the mechanical properties of the peripheral rock in the roadway of the sulphur coal seam, and can also provide a certain engineering reference for the sulphur coal seam roadway.

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