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Using Metakaolin as an Enhancing Component in Supersulfated Cement: A Comprehensive Evaluation.
Xu Wang1, Xiaowei Gu1, Shenyu Wang1
1School of Resources and Civil Engineering, Northeastern University, Shenyang 110819, China; Science and Technology Innovation Center of Smart Water and Resource Environment, Northeastern University, Shenyang 110819, China; Liaoning Institute of Technological Innovation in Solid Waste Utilization, Northeastern University, Shenyang 110819, China.
Adding metakaolin (MK) to supersulfated cement (SSC) significantly boosts early strength. Optimal performance is achieved with 25 wt% MK, enhancing hydration and microstructure for improved mechanical properties.
Area of Science:
- Materials Science
- Civil Engineering
- Geochemistry
Background:
- Supersulfated cement (SSC) is a sustainable alternative binder.
- Enhancing the early strength development of SSC is crucial for practical applications.
- Metakaolin (MK) is a reactive supplementary cementitious material (SCM).
Purpose of the Study:
- To investigate the impact of metakaolin (MK) content on the hydration, rheology, and mechanical properties of supersulfated cement (SSC).
- To determine the optimal MK dosage for enhancing early strength and microstructure of metakaolin-supersulfated cement (MSSC).
- To elucidate the hydration mechanisms and phase evolution influenced by MK addition.
Main Methods:
- Systematic variation of MK content (0-30 wt%) in SSC formulations.
- Evaluation of hydration thermodynamics, flowability, and setting time.
- Comprehensive characterization using techniques like XRD, FTIR, TG-DTG, and SEM-EDS.
- Mechanical property testing, including compressive strength at early and later ages.
Main Results:
- MK addition accelerates early hydration by providing nucleation sites.
- Optimal MK content of 25 wt% yielded significant improvements in early and 28-day compressive strengths (up to 208.87% of control).
- MK's pozzolanic activity promotes the formation of ettringite (AFt) and C-(A)-S-H, refining the pore structure.
- Excessive MK (30 wt%) reduced strength due to limited portlandite availability.
Conclusions:
- 25 wt% MK is identified as the optimal dosage for enhancing SSC performance, particularly early strength.
- MK addition positively influences the hydration kinetics and microstructure of SSC.
- The findings support the use of MK as an effective SCM for sustainable cementitious materials with improved early strength.
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