TY - JOUR
T1 - Nanoscale Insights into the Influence of Seawater (NaCl) on the Behavior of Calcium Silicate Hydrate
AU - Kai, Ming Feng
AU - Hou, Dong Shuai
AU - Sanchez, Florence
AU - Poon, Chi Sun
AU - Dai, Jian Guo
N1 - Funding Information:
This research was supported by the Hong Kong Research Grants Council-Theme-based Research Scheme (Project code: T22-502/18-R), Guangdong Province R&D Plan for Key Areas (Project code: 2019B111107002), and the NSFC/RGC Joint Research Scheme (Project code: N_PolyU542/20).
Funding Information:
This research was supported by the Hong Kong Research Grants Council–Theme-based Research Scheme (Project code: T22-502/18-R), Guangdong Province R&D Plan for Key Areas (Project code: 2019B111107002), and the NSFC/RGC Joint Research Scheme (Project code: N_PolyU542/20).
Publisher Copyright:
© 2023 American Chemical Society.
PY - 2023/5/11
Y1 - 2023/5/11
N2 - Using seawater for concrete production is potentially advantageous from a sustainability perspective. However, the fundamental mechanisms underlying seawater-mixed concrete are far from being understood, especially from the nanoscale. Herein, molecular models are developed to study, for the first time, the influence of seawater (NaCl solutions) on the behavior of calcium silicate hydrate (C-S-H, the main binding phase of concrete). Thermodynamically, Na+ showed a strong adsorption capacity on the C-S-H surface, resulting in the partial release of Ca2+ from the surface (termed as “Na-Ca cation exchange”). Mechanically, the presence of NaCl in the interlayer solutions enhanced the bond performance between the C-S-H layers because Na+ ions provided a greater stress transfer capacity than H2O molecules. Under shear loading, the C-S-H layers slid over each other, with the interlayer solutions acting as a lubricant. An increase in NaCl concentration enhanced the sliding resistance, which was attributed to the increased viscosity of the interlayer solutions and strengthening of the solid-solution interfaces. The above atomic-level findings facilitate a better understanding of the influence of seawater on concrete properties.
AB - Using seawater for concrete production is potentially advantageous from a sustainability perspective. However, the fundamental mechanisms underlying seawater-mixed concrete are far from being understood, especially from the nanoscale. Herein, molecular models are developed to study, for the first time, the influence of seawater (NaCl solutions) on the behavior of calcium silicate hydrate (C-S-H, the main binding phase of concrete). Thermodynamically, Na+ showed a strong adsorption capacity on the C-S-H surface, resulting in the partial release of Ca2+ from the surface (termed as “Na-Ca cation exchange”). Mechanically, the presence of NaCl in the interlayer solutions enhanced the bond performance between the C-S-H layers because Na+ ions provided a greater stress transfer capacity than H2O molecules. Under shear loading, the C-S-H layers slid over each other, with the interlayer solutions acting as a lubricant. An increase in NaCl concentration enhanced the sliding resistance, which was attributed to the increased viscosity of the interlayer solutions and strengthening of the solid-solution interfaces. The above atomic-level findings facilitate a better understanding of the influence of seawater on concrete properties.
UR - https://www.scopus.com/pages/publications/85156259648
U2 - 10.1021/acs.jpcc.3c00148
DO - 10.1021/acs.jpcc.3c00148
M3 - Journal article
AN - SCOPUS:85156259648
SN - 1932-7447
VL - 127
SP - 8735
EP - 8750
JO - Journal of Physical Chemistry C
JF - Journal of Physical Chemistry C
IS - 18
ER -