Development and Characterization of Cement-Based Grout for Fracture Grouting under Subzero Temperature Conditions

Abstract Highway infrastructure in the permafrost regions of the Qinghai–Tibet Plateau frequently experiences structural deterioration, creating a pressing need for trenchless rehabilitation through grouting. Traditional cement-based grouts exhibit severe strength loss and poor freeze–thaw resistance at subzero temperatures, limiting their field applicability. In this study, a customized cement-based grout was formulated for fracture grouting at −3°C, incorporating ordinary portland cement, sulphoaluminate cement (SAC), polycarboxylate ether (PCE) superplasticizer, defoamer, and calcium chloride (CaCl 2 ). The grout was systematically evaluated for flowability, initial setting time, bleeding rate, unconfined compressive strength (UCS), and freeze–thaw resistance. A combination of orthogonal testing, range analysis, and multiple linear regression was used to quantify the influence of each mix variable. The optimal composition was identified as 20% SAC proportion, a water–cement ratio of 0.6, 0.5% PCE content, and 0.3% defoamer content. Under these conditions, the grout reached a 28-day UCS of 16.17 MPa at −3°C and maintained 84.3% of its strength after 25 freeze–thaw cycles. Microscopic analyses further revealed that early hydration of SAC formed a dense microstructure dominated by needlelike ettringite (AFt). AFt dissolution–recrystallization produced reprecipitated AFt that partially hindered water migration, thereby mitigating freeze–thaw degradation rather than acting as a strengthening phase. Furthermore, the defoamer contributed to a more uniform pore structure, reducing freeze–thaw damage and improving durability. By limiting SAC to 20% of the binder while maintaining high subzero strength and freeze–thaw resistance, this study not only proposes a cost-effective solution for trenchless repair of highway foundations in cold regions but also establishes a rational design approach for high-performance cementitious materials used in extreme thermal environments.

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Publication Details

Journal
Journal of Cold Regions Engineering
Published
2026-07-28
DOI
https://doi.org/10.1061/jcrgei.creng-1147
Primary Topic
Grouting, Rheology, and Soil Mechanics
Type
article
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article

Development and Characterization of Cement-Based Grout for Fracture Grouting under Subzero Temperature Conditions

Huan He, Dingwen Zhang, Haoming Ren, Jidong Zhao et al.
Journal of Cold Regions Engineering
Grouting, Rheology, and Soil Mechanics
article

Development and Characterization of Cement-Based Grout for Fracture Grouting under Subzero Temperature Conditions

Huan He, Dingwen Zhang, Haoming Ren, Jidong Zhao, Xiao Zhang, Letian Zhang
article en

Abstract

Abstract Highway infrastructure in the permafrost regions of the Qinghai–Tibet Plateau frequently experiences structural deterioration, creating a pressing need for trenchless rehabilitation through grouting. Traditional cement-based grouts exhibit severe strength loss and poor freeze–thaw resistance at subzero temperatures, limiting their field applicability. In this study, a customized cement-based grout was formulated for fracture grouting at −3°C, incorporating ordinary portland cement, sulphoaluminate cement (SAC), polycarboxylate ether (PCE) superplasticizer, defoamer, and calcium chloride (CaCl 2 ). The grout was systematically evaluated for flowability, initial setting time, bleeding rate, unconfined compressive strength (UCS), and freeze–thaw resistance. A combination of orthogonal testing, range analysis, and multiple linear regression was used to quantify the influence of each mix variable. The optimal composition was identified as 20% SAC proportion, a water–cement ratio of 0.6, 0.5% PCE content, and 0.3% defoamer content. Under these conditions, the grout reached a 28-day UCS of 16.17 MPa at −3°C and maintained 84.3% of its strength after 25 freeze–thaw cycles. Microscopic analyses further revealed that early hydration of SAC formed a dense microstructure dominated by needlelike ettringite (AFt). AFt dissolution–recrystallization produced reprecipitated AFt that partially hindered water migration, thereby mitigating freeze–thaw degradation rather than acting as a strengthening phase. Furthermore, the defoamer contributed to a more uniform pore structure, reducing freeze–thaw damage and improving durability. By limiting SAC to 20% of the binder while maintaining high subzero strength and freeze–thaw resistance, this study not only proposes a cost-effective solution for trenchless repair of highway foundations in cold regions but also establishes a rational design approach for high-performance cementitious materials used in extreme thermal environments.

Journal of Cold Regions EngineeringVol. 40(4)
Southeast University (BD), Carbon Engineering (Canada) (CA)
Industry, innovation and infrastructure
Openalex Percentile: Top 14%
Grouting, Rheology, and Soil Mechanics
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