Optimisation of Using Low-Grade Kaolinitic Clays in Limestone Calcined Clay Cement Production (LC3)

• Published in: Materials Vol. 18; no. 2; p. 285
• Main Authors: Vargas, Paola, Borrachero, María Victoria, Payá, Jordi, Macián, Ana, Tobón, Jorge Iván, Martirena, Fernando, Soriano, Lourdes
• Format: Journal Article
• Language: English
• Published: Switzerland MDPI AG 01.01.2025; MDPI
• Subjects: Analysis; Building; Cement; Cement paste; Clay; Clay minerals; Compressive strength; Cost control; Curing; Hydration; Kaolinite; Limestone; Mechanical properties; Medical research; Medicine, Experimental; Metakaolin; Microstructural analysis; Minerals; Mortars (material); Nucleation; Raw materials; Roasting; Sedimentation & deposition; Soil-cement construction; Thermogravimetry; Cuba; Spain; India; low-grade kaolinite clay; carboaluminates; kinetics; limestone calcined clay cement (LC3); mechanical properties
• ISSN: 1996-1944; 1996-1944
• DOI: 10.3390/ma18020285

LC3 (limestone calcined clay cement) is poised to become the construction industry’s future as a so-called low-carbon-footprint cement. Research into this subject has determined the minimum kaolinite content in calcined clays to guarantee good mechanical performance. This study examines the use of clay from the Valencian Community (Spain), which has a lower kaolinite content than the recommended amount (around 30%) for use in LC3 and how its performance can be enhanced by replacing part of that clay with metakaolin. This study begins with a physico-chemical characterisation of the starting materials. This is followed by a microstructural analysis of cement pastes, which includes isothermal calorimetry, thermogravimetry, and X-ray diffraction tests at different curing ages. Finally, this study analyses the mechanical performance of standard mortars under compression to observe the evolution of the control mortars and the mortars with calcined clay and metakaolin over time. The results show that the LC3 mortars exhibited higher compressive strength in the mixtures with higher calcined kaolinite contents, achieved by adding metakaolin. Adding 6% metakaolin increased the compressive strength after 90 days, while 10% additions surpassed the control mortar’s compressive strength after 28 days. Mortars with 15% metakaolin exceeded the control mortar’s compressive strength after just 7 curing days. The hydration kinetics showed an acceleration of LC3 hydration with metakaolin additions due to the nucleation effect and the formation of monocarboaluminate and hemicarboaluminate (both AFm phases). The results suggest the potential for combining less reactive materials blended with highly reactive materials.