Influences of pretreatment methods on the mechanical and environmental behaviors of PG-GGBS-LM ternary stabilizer

Joseph Roland Essama Atenga; Yunzhi Tan; Yongfeng Deng; Jun Wu; Dongming Cai; Wenqi Li

doi:10.1007/s11356-024-33740-w

Influences of pretreatment methods on the mechanical and environmental behaviors of PG-GGBS-LM ternary stabilizer

Environ Sci Pollut Res Int. 2024 May 22. doi: 10.1007/s11356-024-33740-w. Online ahead of print.

Authors

Joseph Roland Essama Atenga¹, Yunzhi Tan¹, Yongfeng Deng^{2

3}, Jun Wu⁴, Dongming Cai¹, Wenqi Li¹

Affiliations

¹ College of Civil Engineering and Architecture, China Three Gorges University, Yichang, 443002, China.
² Department of Civil Engineering, Hubei University of Technology, Wuhan, 430068, China.
³ Institute of Geotechnical Engineering, School of Transportation, Southeast University, Nanjing, 211189, China.
⁴ College of Civil Engineering and Architecture, China Three Gorges University, Yichang, 443002, China. wujun@ctgu.edu.cn.

PMID: 38777972
DOI: 10.1007/s11356-024-33740-w

Abstract

Phosphogypsum is a kind of acidic industrial byproducts with high content of soluble phosphorus and fluorine pollutants, which requires to be pretreated when used as cementitious material to (partial) replace traditional Portland cement. In this study, five different pretreatment methods were proposed for comparative analysis to examine the pretreatment effect on the mechanical and environmental behaviors of ternary phosphogypsum (PG), ground granulated blast-furnace slag (GGBS), and lime (LM) mixed stabilizer. Series laboratory tests, including unconfined compressive strength (UCS), pH, phosphorus (P)/fluorine (F) leaching, scanning electron microscopy (SEM), and X-ray diffraction (XRD) tests, were conducted to comprehend the macro- and microscopic mechanism. The results show that it is essential to grind raw PG to finer powdered state, so that it reacts more easily and quickly with LM and water. In addition, it was noticed that the UCS and P/F leaching concentration are not only affected by the mixing proportion of the PG-GGBS-LM ternary stabilizer, but also by the curing duration. The UCS increases rapidly from initial curing period and then grows slowly after 28 days of curing. From the perspective of strength evolution, mixing proportion of PG: GGBS: LM = 15:80:5 is optimal, but considering the economy and environmental related issues, PG: GGBS: LM = 30:65:5 was regarded as a more attractive choice. The findings can provide a reference for the selection of pretreatment methods and design of PG-based cementitious materials suited for stabilized soils.

Keywords: Leaching; Phosphogypsum; Pretreatment; Stabilization; Unconfined compressive strength.

Abstract

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