Impact of treated sewage water on early strength development of calcium sulfoaluminate cement paste: A comparative study

• Calcium sulfoaluminate cement (CSA) was prepared with treated sewage water · • With treated sewage water, ettringite and ye'elimite were the primary hydration products · • Paste with treated sewage water was more stable, potentially improving cement properties · • Treated sewage water use led to lower compressive strength but still met standard This study investigates the use of treated sewage water (TSW) as a substitute for fresh tap water (FTW) in concrete production using calcium sulfoaluminate (CSA) cement. The research addresses concerns about freshwater scarcity and emphasizes CSA cement's rapid setting properties, crucial for emergency constructions like military airfield recovery. The focus is on the early-age properties of CSA paste mixed with TSW, with assessments conducted at 4 hours, 1 day, and 3 days post-mixing. Key parameters, including slump, setting times, and hardened characteristics, were evaluated. TSW contained significant metal concentrations and a high pH, with total dissolved solids exceeding FTW by 67%, yet all parameters remained within acceptable limits. Analytical techniques identified ettringite (AFt) as a primary hydration product, while ye'elimite (C4A3Š) was present as a component of the unhydrated clinker in the CSA cement. Simulations showed improved stability in the TSW-CSA interface compared to FTW, although early hydration was slower, likely due to delayed C4A3Š hydration and increased AFt formation. Initially, CSA/TSW pastes presented a refined microstructure, which altered by 3 days. Despite a 14% faster final setting time, compressive strength was 21% lower at 4 hours. These findings highlight TSW's potential as a sustainable alternative in CSA cement mixing, necessitating further research for long-term performance evaluation.

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Publication Details

Journal
Results in Engineering
Published
2024-11-08
DOI
https://doi.org/10.1016/j.rineng.2024.103322
Citations
2
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
0.52
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article

Impact of treated sewage water on early strength development of calcium sulfoaluminate cement paste: A comparative study

Jean Jacques Kouadjo Tchekwagep, Shoude Wang, Zhenghe Li, Chungang Li et al.
2 citations
Results in Engineering
Concrete and Cement Materials Research
0.52
article

Impact of treated sewage water on early strength development of calcium sulfoaluminate cement paste: A comparative study

Jean Jacques Kouadjo Tchekwagep, Shoude Wang, Zhenghe Li, Chungang Li, Ning Ding, Changhong Yang, Pengkun Hou, Hervé Kouamo Tchakouté, Fengzhen Yang, Shifeng Huang
article en
2 citations

Abstract

• Calcium sulfoaluminate cement (CSA) was prepared with treated sewage water · • With treated sewage water, ettringite and ye'elimite were the primary hydration products · • Paste with treated sewage water was more stable, potentially improving cement properties · • Treated sewage water use led to lower compressive strength but still met standard This study investigates the use of treated sewage water (TSW) as a substitute for fresh tap water (FTW) in concrete production using calcium sulfoaluminate (CSA) cement. The research addresses concerns about freshwater scarcity and emphasizes CSA cement's rapid setting properties, crucial for emergency constructions like military airfield recovery. The focus is on the early-age properties of CSA paste mixed with TSW, with assessments conducted at 4 hours, 1 day, and 3 days post-mixing. Key parameters, including slump, setting times, and hardened characteristics, were evaluated. TSW contained significant metal concentrations and a high pH, with total dissolved solids exceeding FTW by 67%, yet all parameters remained within acceptable limits. Analytical techniques identified ettringite (AFt) as a primary hydration product, while ye'elimite (C4A3Š) was present as a component of the unhydrated clinker in the CSA cement. Simulations showed improved stability in the TSW-CSA interface compared to FTW, although early hydration was slower, likely due to delayed C4A3Š hydration and increased AFt formation. Initially, CSA/TSW pastes presented a refined microstructure, which altered by 3 days. Despite a 14% faster final setting time, compressive strength was 21% lower at 4 hours. These findings highlight TSW's potential as a sustainable alternative in CSA cement mixing, necessitating further research for long-term performance evaluation.

Results in EngineeringVol. 24
Université de Yaoundé I (CM), Qilu University of Technology (CN), University of Jinan (CN), Shandong Academy of Sciences (CN)
Clean water and sanitation
Openalex Percentile: Top 35%
Concrete and Cement Materials Research
0.52
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