Understanding the role of calcined clay in yield stress evolution of LC3 with ultra-high volume of calcined clay and limestone

Journal Article (2025)
Author(s)

Yu Chen (Southeast University)

O Copuroglu (TU Delft - Materials and Environment)

Research Group
Materials and Environment
DOI related publication
https://doi.org/10.1016/j.conbuildmat.2025.142898
More Info
expand_more
Publication Year
2025
Language
English
Research Group
Materials and Environment
Bibliographical Note
Green Open Access added to TU Delft Institutional Repository as part of the Taverne amendment. More information about this copyright law amendment can be found at https://www.openaccess.nl. Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public. @en
Volume number
492
Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Abstract

Calcined clay plays a critical role in controlling the rheology of limestone-calcined clay cement (LC3). This study shows that the yield stress of LC3 mixtures with ultra-high volumes of calcined clay and limestone evolves significantly faster within the first 90 min than that of plain cement pastes at the same solid volume fraction. Two key mechanisms were identified: (1) calcined clay alters particle packing through its layered structure and micro-cavities, promoting physical water absorption; and (2) it enhances interparticle attractive forces via “bridge” formation (C-(A)-S-H bridges and colloidal attractive forces) between cement and calcined clay particles in the fresh state, accelerating rigidification. However, this bridging effect can be hindered by the addition of PCE-based superplasticizers.

Files

License info not available
warning

File under embargo until 30-01-2026