Properties and Cementation Mechanism of Geopolymer Backfill Paste Incorporating Diverse Industrial Solid Wastes

Abstract

Industrialization has resulted in a large number of industrial waste slags being produced, which severely pollute the environment. This urgently needs resourceful treatment. The objective of this paper is to investigate the preparation, performance, and cementation mechanism of a novel geopolymer backfill paste for goaf. We reused diverse industrial waste slags based on low-calcium silica–alumina precursors (two fly ashes FAI, FAII, and red mud RM), high-calcium-based slags (carbide slag CS, soda residue SR, briquette residue slag BRS, and granulated blast furnace slag GBFS), and two additives (gypsum powder GP and lime powder LP). The hardening of backfill pastes was investigated by analyzing the effects of FAI, GBFS, RM, and LP on physical and chemical performance. The cementation mechanism of the prepared backfill paste was revealed through morphology, mineralogy, and chemical products through the use of X-ray diffraction (XRD), scanning electron microscopy (SEM), energy dispersive spectroscopy (EDS), and Fourier transform infrared spectroscopy (FTIR). The results show that the prepared backfill paste incorporating various solid wastes (FAI, FAII, RM, CS, SR, GBFS, RBS, etc.) yields a 28-d compressive strength of 2.1 MPa (higher than the required value of 0.6 MPa) and a fluidity of 201 mm. Geopolymer gels (N,C)-A-S-H, calcium silicate hydrated C-S-H, and calcium aluminosilicate hydrated C-A-S-H gels serve as chemical cementers, whereas unreacted particles serve as physical filler skeletons. These findings provide an experimental and theoretical basis for the interchangeable use of various identical component solid wastes in backfill engineering materials.

Synthesis, Stability and Microstructure of a One-Step Mixed Geopolymer Backfill Paste Derived from Diverse Waste Slags

“…The XRD pattern (Figure 7) shows the mixing of amorphous and crystal phases. Amorphous products are essentially the superposition of all amorphous humps in FAI, FAII, BRS, and CS [68], as well as novel amorphous products assigned to wide humps at 18 • -40 • 2θ. The intensity and angle center of wide humps are affected by the inclusion of amorphous SiO 2 and Al 2 O 3 , as well as the production of additional amorphous products.…”

Investigating on the Pavement Performance of Multi-Source Solid Wastes by Cement and Fly Ash

“…As the principal energy development province in China, Ningxia has a critical accumulation of MSSW. Under the leaching of precipitation, it significantly attacks the local ecological environment, land resources, and felicitous life of people [6][7][8]. The contaminant cycle process of the MSSW is introduced in Figure 1.…”

“…In order to accomplish the target of high-quality development of material-environment-economy, prominent scholars at home and abroad have carried out the research wave of manufacturing concrete with high performance, low carbon emissions [9,10], and hoisting the utilization rate of MSSW. leaching of precipitation, it significantly attacks the local ecological environment, land resources, and felicitous life of people [6][7][8]. The contaminant cycle process of the MSSW is introduced in Figure 1.…”