Experimental Study on the Solidification of Cold-Region Loess Using EICP with a Waste Steel Slag-Derived Calcium Source Under Freeze–Thaw and Wetting–Drying Cycles in Northwestern China

To address the deterioration of cold-region loess on the northeastern margin of the Qinghai–Tibet Plateau under freeze–thaw and wetting–drying cycles, as well as the reliance of enzyme-induced carbonate precipitation (EICP) on reagent-grade calcium sources, this study developed an EICP system using a calcium source derived from waste steel slag (SS-EICP). A combination of macro- and micro-scale experiments, including unconfined compressive strength (UCS), P-wave velocity, and scanning electron microscopy (SEM) analyses, was conducted to compare the strength characteristics, internal damage, and microstructure of SS-EICP-treated loess with those of CaCl2-EICP-treated loess. The results showed that SS-EICP achieved a UCS of 202.40 kPa at a reaction-solution dosage of 9%, equivalent to 95.9% of the peak UCS of CaCl2-EICP, with an optimum reaction-solution dosage 30.8% lower than that of CaCl2-EICP. After 10 freeze–thaw cycles, the UCS and P-wave velocity loss ratios were 52.22% and 24.54%, respectively; after 10 wetting–drying cycles, the mass loss ratio was 4.59%. Microstructural analysis indicated that cyclic damage mainly resulted from the disruption of CaCO3 cementation and the weakening of interparticle bonding. Overall, SS-EICP combines efficient stabilization at a low dosage with the resource-recovery benefits of waste steel slag, providing a promising pathway toward more sustainable stabilization of cold-region loess.

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Journal
Buildings
Published
2026-10-13
DOI
https://doi.org/10.3390/buildings16204033
Primary Topic
Microbial Applications in Construction Materials
Type
article
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article

Experimental Study on the Solidification of Cold-Region Loess Using EICP with a Waste Steel Slag-Derived Calcium Source Under Freeze–Thaw and Wetting–Drying Cycles in Northwestern China

Hongbo Che, Lei Yue, Ning Zhang, Hanqing Yang
Buildings
Microbial Applications in Construction Materials
article

Experimental Study on the Solidification of Cold-Region Loess Using EICP with a Waste Steel Slag-Derived Calcium Source Under Freeze–Thaw and Wetting–Drying Cycles in Northwestern China

Hongbo Che, Lei Yue, Ning Zhang, Hanqing Yang
article en

Abstract

To address the deterioration of cold-region loess on the northeastern margin of the Qinghai–Tibet Plateau under freeze–thaw and wetting–drying cycles, as well as the reliance of enzyme-induced carbonate precipitation (EICP) on reagent-grade calcium sources, this study developed an EICP system using a calcium source derived from waste steel slag (SS-EICP). A combination of macro- and micro-scale experiments, including unconfined compressive strength (UCS), P-wave velocity, and scanning electron microscopy (SEM) analyses, was conducted to compare the strength characteristics, internal damage, and microstructure of SS-EICP-treated loess with those of CaCl2-EICP-treated loess. The results showed that SS-EICP achieved a UCS of 202.40 kPa at a reaction-solution dosage of 9%, equivalent to 95.9% of the peak UCS of CaCl2-EICP, with an optimum reaction-solution dosage 30.8% lower than that of CaCl2-EICP. After 10 freeze–thaw cycles, the UCS and P-wave velocity loss ratios were 52.22% and 24.54%, respectively; after 10 wetting–drying cycles, the mass loss ratio was 4.59%. Microstructural analysis indicated that cyclic damage mainly resulted from the disruption of CaCO3 cementation and the weakening of interparticle bonding. Overall, SS-EICP combines efficient stabilization at a low dosage with the resource-recovery benefits of waste steel slag, providing a promising pathway toward more sustainable stabilization of cold-region loess.

BuildingsVol. 16(20)
Qinghai University (CN), Qinghai New Energy (China) (CN)
Openalex Percentile: Top 21%
Microbial Applications in Construction Materials
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