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Poromechanical behavior of cement-based materials subjected to freeze-thaw actions with salts : modeling and experiments

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Academic year: 2021

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Table 2.3: The semi-empirical expressions of long range and short range effects for ionic activity calculation.
Figure 2.10: Illustration of changes in the liquid signal intensity in sized controlled pore glass in size of 23.7 nm (CPG237) filled with water with 100% excess to the pore volume, as recorded on cooling at a constant rate of 0.04 K/s
Figure 3.10: Effect of the water saturation degree and the number of  freeze-thaw cycles on the relative elastic modulus (E n /E 0 )
Table 3.2: The effective/mean pore pressure of poromechanical models used in literature.
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