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P - Technische Universiteit Eindhoven

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8. NMR combined with accelerated weathering 94<br />

In case of hydrated crystals, the crystallization pressure has to be corrected and is<br />

given by [42]:<br />

P c = RT [ ( ) ( c N 1 − (N − 1)cMH2 O<br />

ln<br />

· 1 + cM ) νw<br />

]<br />

H 2 O<br />

, (8.2)<br />

V m c s 1 − (N − 1)c s M H2 O 1 + c s M H2 O<br />

where M H2 O is the molar mass of water, ν w is the hydration factor (for heptahydrate<br />

ν w = 7 and for decahydrate ν w = 10, i.e., the amount of water molecules incorporated<br />

into one chemical unit of the crystal). Here the additional term takes into account the<br />

excess of supersaturation caused by consumption of water from a solution by the growth<br />

of a hydrated crystal.<br />

The crystallization pressure is determined directly by the crystalline phase that is<br />

formed via c s . For example, according to the phase diagram given in figure 8.1, for a temperature<br />

of 22 ◦ C the ratio c t s/c d s ≈ 2.37, where c t s and c d s are the solubility concentrations<br />

for thenardite and decahydrate, respectively. Hence, if a transformation from thenardite<br />

to decahydrate occurs, the ratio c/c s will increase and as a result a thermodynamic crystallization<br />

pressure will be generated.<br />

The macroscopic poromechanical crystallization pressure can be evaluated by analyzing<br />

the actual expansion of a sample induced by salt crystallization. Assuming that<br />

the crystals are uniformly distributed within the porous material and there is no preferred<br />

direction of crystal growth in the pores, the poromechanic crystallization pressure, P m ,<br />

for a saturated sample in the isothermal case, is given by [42],:<br />

∫<br />

P m =<br />

3K<br />

dε, (8.3)<br />

bϕ<br />

where P m is the pore pressure exerted by confined crystals in the porous material, ε [µm] is<br />

the expansion of a sample resulting from salt crystallization, K [GPa] is the bulk modulus,<br />

b is the Biot-coefficient, and ϕ (0 < ϕ < 1) is the pore filling coefficient. This pore filling<br />

coefficient can be directly evaluated from the concentration (see the appendix).<br />

8.3 Experimental setup<br />

In order to find out which crystallization pathway in sodium sulfate weathering generates<br />

most damage we have performed a weathering experiment in a Nuclear Magnetic Resonance<br />

(NMR) setup. We use NMR in combination with an optical displacement sensor<br />

for measuring simultaneously both the concentration of the solution in the samples and<br />

the expansion of samples caused by crystallization. The experimental setup is presented<br />

in figure 8.3. The NMR system used in this study contains an electromagnet generating<br />

a static magnetic field of 0.78 T. This setup has the possibility to measure quantitatively<br />

both the amount of H and Na nuclei in a sample. No signal from Na and H nuclei incorporated<br />

into the crystals or the porous material itself is obtained. Hence the measured<br />

signal can be directly related to the concentration of a solution in the material, giving the<br />

possibility to measure this concentration non-destructively. A more detailed explanation<br />

of the NMR setup can be found in [40] and [57].<br />

The sample is centered with PTFE rings, which allow the sample to expand almost<br />

frictionless. A fiber-optic displacement sensor is used to measure the length of the sample.

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