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P - Technische Universiteit Eindhoven

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7. Thermodynamic and poromechanic crystallization pressure of sodium sulfate heptahydrate 78<br />

started, at any moment in time the actual concentration of salt solution, c [M], can be<br />

found from:<br />

c = n s n 0 s − n c s<br />

=<br />

m w M w (n 0 w − ν w n c s) , (7.7)<br />

where n s and n 0 s are the actual and initial amount in moles of sodium sulfate in the<br />

solution, m w is the actual mass of water in the salt solution, n 0 w is the initial amount in<br />

moles of water in the solution, ν w is the hydration factor of the crystals, and M w is the<br />

molar mass of water. From equation (7.7) the amount of precipitated salt, n c s, can be<br />

found as:<br />

n c s = n0 s − n 0 wM w c<br />

1 − ν w M w c = n0 wM w (c 0 − c)<br />

, (7.8)<br />

1 − cν w M w<br />

where c 0 is the initial concentration of the sodium sulfate solution (in our case 3.4 mole/kg).<br />

The initial mass of the salt solution, m 0 sol, is the sum of the initial masses of water, m 0 w,<br />

and sodium sulfate, m 0 s:<br />

m sol<br />

0 = m 0 w + m 0 s = n 0 wM w + n 0 sM s ⇒ n 0 wM w = m0 sol<br />

1 + c 0 M s<br />

. (7.9)<br />

If we assume that initially the sample is completely saturated, the initial mass of the<br />

sodium sulfate solution can be written as m 0 sol = ρ sol V 0 , where ρ sol is the density of the<br />

solution. By substituting equations 7.8 and 7.9 in equation 7.6, the volume fraction can<br />

be written as<br />

ρ sol V m c − c 0<br />

S c =<br />

(1 + c 0 M Na2 SO 4<br />

) (cν w M H2 O − 1) . (7.10)<br />

Using the relations presented in this section, the poromechanic crystallization pressure can<br />

be obtained from measurements of the the expansion of the sample and the concentration.<br />

7.5 Thermodynamic vs. poromechanic crystallization pressure<br />

In our case the expansion, ε, is a function of time and will depend on both the material<br />

properties and the crystallization pressure P c . If a material has no viscoelastic properties,<br />

i.e., if there is no delay between the exerted pressure and the mechanical reaction of the<br />

material, according to Coussy [42] the poromechanical and thermomechanical approaches<br />

become equivalent. Therefore, for linear elastic materials P m = P c .<br />

For most materials the situation is more complicated. The poromechanical pressure,<br />

P m , represents the reaction of the system on the crystallization pressure. In general, it<br />

will increase with the crystallization pressure, and when crystallization pressure decreases,<br />

the poromechanical pressure will decrease too. However, the crystallization is a dynamic<br />

process, slowly filling up the pores in a material. Moreover, as a result of the crystallization<br />

in the pores the material of the pore matrix can be compressed and viscoelastic behavior<br />

may influence the expansion. Hence, in general P m < P c . In the final situation, if there are<br />

no irreversible changes in the material, e.g., cracks, and an equilibrium has been reached,<br />

it is expected that P m = P c .

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