Creep characteristics and nonlinear creep model of loess-slag-based cemented backfill: Considering the effects of curing time and confining pressure

To address the high carbon footprint of traditional backfills and the lack of long-term stability data for highwall backfill mining, a low-carbon loess-slag-based cemented backfill (LSCB) was developed. This study investigates the time-dependent mechanical behavior of LSCB through triaxial creep tests under varying curing times ( t c ) and confining pressures ( σ 3 ), supplemented by microstructural characterization. Results indicate that instantaneous strain increases linearly with stress, with the slope decreasing as t c extends but remaining insensitive to σ 3 . Creep strain exhibits nonlinear growth above a critical stress threshold that rises with both t c and σ 3 . Both long-term and creep failure strengths increase nonlinearly with t c and σ 3 , while their ratios to peak strength remain stable. Extending t c promotes geopolymer gel formation to densify the internal structure, and increasing σ 3 constrains crack initiation and propagation. To predict the creep behavior of LSCB, a nonlinear visco-elasto-plastic creep model was established and extended to three dimensions using tensor decomposition and the Drucker-Prager criterion. The proposed model outperforms classical models in capturing all creep stages, particularly the accelerated failure phase. This work establishes a theoretical basis for the stability design of green backfill, advancing solid waste utilization in sustainable mining. • A new low-carbon backfill material - loess-slag-based cemented backfill (LSCB). • The influence of curing time and confining pressure on the creep behavior of LSCB. • Prediction of long-term strength and creep failure strength of LSCB under varying curing time and confining pressure. • Construction and three-dimensional extension of the nonlinear viscoelastic-plastic creep model of LSCB. • Theoretical support for the long-term stability of highwall backfill mining in open-pit coal mines.

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Publication Details

Journal
Materials Today Communications
Published
2026-02-01
DOI
https://doi.org/10.1016/j.mtcomm.2026.114870
Primary Topic
Tailings Management and Properties
Type
article
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article

Creep characteristics and nonlinear creep model of loess-slag-based cemented backfill: Considering the effects of curing time and confining pressure

Kai Zhang, Fuming Liu, Peng Wu, Hai Pu et al.
Materials Today Communications
Tailings Management and Properties
article

Creep characteristics and nonlinear creep model of loess-slag-based cemented backfill: Considering the effects of curing time and confining pressure

Kai Zhang, Fuming Liu, Peng Wu, Hai Pu, Yanlong Chen, Guoyu Yang, Feng Ju
article en

Abstract

To address the high carbon footprint of traditional backfills and the lack of long-term stability data for highwall backfill mining, a low-carbon loess-slag-based cemented backfill (LSCB) was developed. This study investigates the time-dependent mechanical behavior of LSCB through triaxial creep tests under varying curing times ( t c ) and confining pressures ( σ 3 ), supplemented by microstructural characterization. Results indicate that instantaneous strain increases linearly with stress, with the slope decreasing as t c extends but remaining insensitive to σ 3 . Creep strain exhibits nonlinear growth above a critical stress threshold that rises with both t c and σ 3 . Both long-term and creep failure strengths increase nonlinearly with t c and σ 3 , while their ratios to peak strength remain stable. Extending t c promotes geopolymer gel formation to densify the internal structure, and increasing σ 3 constrains crack initiation and propagation. To predict the creep behavior of LSCB, a nonlinear visco-elasto-plastic creep model was established and extended to three dimensions using tensor decomposition and the Drucker-Prager criterion. The proposed model outperforms classical models in capturing all creep stages, particularly the accelerated failure phase. This work establishes a theoretical basis for the stability design of green backfill, advancing solid waste utilization in sustainable mining. • A new low-carbon backfill material - loess-slag-based cemented backfill (LSCB). • The influence of curing time and confining pressure on the creep behavior of LSCB. • Prediction of long-term strength and creep failure strength of LSCB under varying curing time and confining pressure. • Construction and three-dimensional extension of the nonlinear viscoelastic-plastic creep model of LSCB. • Theoretical support for the long-term stability of highwall backfill mining in open-pit coal mines.

Materials Today CommunicationsVol. 51
Xuzhou University of Technology (CN), China University of Mining and Technology (CN), Tebian Electric Apparatus (China) (CN)
Openalex Percentile: Top 55%
Tailings Management and Properties
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