Related Experiment Video
Updated: Jan 13, 2026

Accessing the Cytotoxicity and Cell Response to Biomaterials
Published on: July 8, 2021
Immobilization of Ca2+ by OH- ions on calcium silicate hydrates
Ziga Casar1,2,3, Laura Mismetti1,2, Maya Harris1
1Laboratory of Construction Materials, Institut des Matériaux, Ecole Polytechnique Fédérale de Lausanne (EPFL), CH-1015 Lausanne, Switzerland.
Abstract:
The interface of calcium silicate hydrate (C-S-H) plays a a crucial role in the mobility of ions through hardened cement paste and thus in the long term durability of concrete structures. Here, we combine experimental zeta potential measurements with non-equilibrium molecular dynamics simulations to elucidate the surface state of C-S-H under cement-relevant conditions. Our findings reveal that the co-adsorption of Ca2+ and OH- ions overcompensates the negative surface charge of C-S-H, originating from deprotonated silanol groups, thereby forming a surface adsorption network. This mechanism is governed by the interplay between solution pH and calcium speciation, where higher pH values favor the formation of calcium-hydroxide solution complexes. Consequently, an increase in pH leads to a higher Ca/Si ratio in C-S-H and a greater adsorption of these complexes, further increasing the effective surface charge density. Conversely, a reduction in pH promotes ion desorption, leading to a progressive decrease in the Ca/Si ratio and decrease in the effective surface charge. These findings provide new insights into the long-term compositional evolution of C-S-H in cement paste, with implications for phase stability, mechanical performance, and concrete durability.
More Related Videos
Related Concept Videos
Hydration of Cement
Strength and Heat of Hydration
The heat of hydration for each cement compound is significant; for instance, tricalcium aluminate (C3A) and...
Ionic Compounds: Formulas and Nomenclature
Alkali Aggregate Reaction in Concrete
Factors Affecting Solubility
Sulfate Attack on Concrete
Sulfates from sources like soil, groundwater, or industrial effluents...

