2022 年 76 巻 1 号 p. 349-355
This study aims to develop the numerical method for the anomalous liquid water uptake on OPC mortar. The dynamic microstructural change diffusion model with the consideration of the saturation-dependent was proposed to represent the anomalous behavior. The microstructural change, an origin of anomalous behavior, was considered with the pore relaxation that reflects the rearrangement of C-S-H layers during the liquid water uptake process. An Interfacial transitional Zone (ITZ), which represents the impact of microcracks inevitably occurring in mortar and concrete, was included in the microstructure system. The good agreement of liquid water uptake characteristics (e.g., moisture distribution, penetration depth, and absorbed water amount) with the reference experiment shows the potential of the proposed method for an application on concrete.