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Furthermore, the volume changes of concrete were estimated with sufficient accuracy by analyzing the behavior of the paste using a composite model of aggregate and paste.
The conductivity behavior of the paste samples has been investigated under various conditions, and it was found to be dependent on temperature, paste composition, and environment humidity.
The rheologic tests revealed that addition of PS showed a greater influence on rheological behavior of the paste than that of FS, because the very large agglomerates in PS cannot act as fillers to release free water in the void space originally contributing to fluidity, but absorb free water originally contributing to fluidity in paste.
Therefore, the aggregate has a resistor function without affecting the behavior of the paste.
Hence, the behavior of the paste dominates in the behavior of the concrete.
It was confirmed that the aging of the elastic modulus of the concrete followed the estimate suggested in Hori's data and experimental data, indicating that the composite model can estimate the elastic modulus of concrete based on the behavior of the paste.
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The setting-time test confirmed that the time of the second peak in the curve of the electrical-resistivity development rate can reflect the setting behavior of the pastes.
A pressure-dependent viscoplastic fluid is adopted to model the behavior of the soil paste, which is assumed to be a compressible homogeneous mixture.
However, more GO addition 0.10 wt.% has a negative effect on the crystallization of the hydration products and mechanical behavior of the MKPC paste.
However, this approach would scarify the fluidity and adhesive behavior of the fresh paste, which may result in poor hardened structural capability and integrity.
The behavior of the 10SF paste differs from that described, probably because its chloride binding process (physical adsorption) is different from those of the other cement pastes (chemical binding).
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