Influential Factors in Transportation and Mechanical Properties of Aeolian Sand-Based Cemented Filling Material

Abstract

Given that normal filling technology generally cannot be used for mining in the western part of China, as it has only a few sources for filling gangue, the feasibility of instead using cemented filling materials with aeolian sand as the aggregate is discussed in this study. We used laboratory tests to study how the fly ash (FA) content, cement content, lime–slag (LS) content, and concentration influence the transportation and mechanical properties of aeolian-sand-based cemented filling material. The internal microstructures and distributions of the elements in filled objects for curing times of 3 and 7 days are analyzed using scanning electron microscopy (SEM) and energy-dispersive spectroscopy (EDS). The experimental results show that: (i) the bleeding rate and slump of the filling-material slurry decrease gradually as the fly ash content, cement content, lime–slag content, and concentration increase, (ii) while the mechanical properties of the filled object increase. The optimal proportions for the aeolian sand-based cemented filling material include a concentration of 76%, a fly ash content of 47.5%, a cement content of 12.5%, a lime–slag content of 5%, and an aeolian sand content of 35%. The SEM observations show that the needle/rod-like ettringite (AFt) and amorphous and flocculent tobermorite (C-S-H) gel are the main early hydration products of a filled object with the above specific proportions. After increasing the curing time from 3 to 7 days, the AFt content decreases gradually, while the C-S-H content and the compactness increase.

Experimental Investigation of the Macroscopic Behavior and Microstructure Property Evolution of Hardened Cement Consolidated Tailings

“…According to the characteristics of cement-based materials, its macro performance [27] is determined by its microstructure characteristics, and the microscopic pore structure is one of its important properties [28,29]. As the hydration reaction progresses, it evolves and affects the macroscopic properties such as strength [30][31][32][33] and permeability [34][35][36].…”

Permeability of Sand-Based Cemented Backfill under Different Stress Conditions: Effects of Confining and Axial Pressures

“…The standard specimens of SBCB were prepared under this mixed ratio [32]. The axial pressure was fixed at 2.5 MPa, and different levels of confining pressure were set up at 1, 2, 3, and 4 MPa [34]. The S1, S5, S6, and S7 tests described in Table 1 were carried out.…”

“…Axial Pressures. For standard specimens, the confining pressure was fixed at 3 MPa, while different axial pressures were set up at 2.5, 3.5, 4.5, and 5.5 MPa [34]. Tests S1, S2, S3, and S4 described in Table 1 were carried out.…”

Effects of Doping Glass Fibers on the Early Strength of Sand‐Based Cemented Paste Backfill for Solid Wastes Disposal in a Coal Mine

“…During coal mining under buildings, railways, and water bodies, the longwall-roadway cemented paste backfilling (CPB) technique is considered very effective in controlling surface deformation [1][2][3]. Since fly ash and aeolian sand, as primary filling materials, cause small environmental damage, the CPB has been extensively applied to coal mining under conditions [4][5][6][7].…”