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Low temperature calorimetry

When considering the LTC scans for the various cement pastes, three major peaks are observed corresponding to water in (percolated) capillary pores freezing at about −15 ºC, water in open gel pores freezing at about −25 ºC, and water in dense gel pores freezing between −40 ºC and −45 ºC, respectively, employing the naming convention of Snyder and Bentz.15 Previously, it has been indicated that LTC can be used to assess the percolation (connectivity) state of the capillary pore network in a hydrating cement paste.11, 15 The presence or absence of a peak in the LTC scan near −15 ºC indicates a percolated or depercolated capillary pore network, respectively. As Powers first indicated,17 as a cement paste hydrates, its capillary pores can become disconnected. The point at which this occurs will depend on the paste w/c, with pastes with a lower w/c requiring less hydration to achieve depercolation. For a paste with a w/c of 0.40, Powers estimated that 3 d of saturated curing would be required to disconnect the capillary pores.17 Here, the influence of the various alkali additions on this percolation will be examined via LTC.

Figure 2 provides the LTC scans obtained on saturated cement pastes of the five mixtures, cured for 2 d. At this early age, each paste still contains a highly percolated capillary pore network, as indicated by the large peaks near −15 ºC for each mixture. Each paste also contains a small peak in the −40 ºC to −45 ºC range, corresponding to the formation of an early age C-S-H gel containing or surrounded by dense gel pores.15 In general, the capillary pore peaks are smaller and the dense gel pore peaks are larger for the four mixtures with the additional alkalis, indicating an enhanced production of C-S-H gel and a concurrent reduction in capillary porosity relative to the low-alkali cement control specimen, in agreement with their higher degrees of hydration at early ages as noted in Figure 1 and Table 2. LiOH, unlike the other three alkali additions that exhibit the expected shift of peak temperatures to the left by 1 ºC to 3 ºC, is observed to shift the peak temperatures slightly to the right. No explanation is available for this observation at this time.

Figure 3 provides the equivalent LTC scans after 8 d of saturated curing. At this age, only the control low-alkali cement paste exhibits a significant peak at −15 ºC, corresponding to a percolated capillary pore network. The four mixtures with additional alkalis each exhibit a depercolated capillary pore network at this age. Figure 3 compares results for the five pastes at an equal age, and while the control and the pastes with sodium and potassium additions do have essentially equal degrees of hydration (Table 2) at an age of 8 d, the two mixtures with lithium additions still have significantly higher degrees of hydration than the control after 8 d of curing. However, their degree of hydration after 7 d of curing is quite similar to those of the other three mixtures after 8 d of curing. Thus, to compare the mixtures on an equal degree of hydration basis, the 7 d LTC scans for the lithium-containing mixtures are provided in Figure 4. Figures 3 and 4 indicate that at roughly equivalent degrees of hydration (about 0.66), the control and the two pastes with lithium additions contain percolated capillary pore networks, while the pastes with potassium and sodium additions do not.

Figure 2. LTC scans for cement pastes cured for 2 d
under saturated conditions

Figure 2. LTC scans for cement pastes cured for 2 d under saturated conditions.

The influence of continuing hydration on the LTC scans is provided in Figures 5, 6, and 7, which provide LTC scans obtained after 14 d, 30 d, and 90 d of saturated curing, respectively. In addition, previously obtained LTC scans for pastes with no additional alkalis and with additional alkali sulphates after over 100 d of saturated curing are provided in Figure 8.18 After 14 d, as shown in Figure 5, each of the five mixtures exhibits a depercolated capillary pore structure and only a little evidence of a percolated open gel pore structure. In these specimens, the presence of only a peak for the dense gel pores would generally indicate a low permeability cement paste. Normally, it would be expected that beyond this point, further saturated curing would only gradually reduce this dense gel pore peak. 18 While a reduction in this peak with continuing hydration might seem counterintuitive, it must be remembered that the "water" freezing in this peak includes not only water in dense gel pores but also that in much larger pores (open gel and capillary size) that have been depercolated by a surrounding volume of dense gel pores. The volumes of these latter two "size pores" would be expected to decrease with continued hydration.

Figure 3. LTC scans for cement pastes cured for 8 d
under saturated conditions.

Figure 3. LTC scans for cement pastes cured for 8 d under saturated conditions.

 

Figure 4.  LTC scans for cement pastes containing lithium
after 7 d of saturated curing.

Figure 4. LTC scans for cement pastes containing lithium after 7 d of saturated curing.

For sealed curing conditions, it has been observed previously that for a w/c=0.35 cement paste (with 0.191 % Na2O and 0.500 % K2O per unit mass of cement), the capillary pores first depercolate only to later repercolate, due to autogenous stresses and strains developing in the sealed cement paste as a result of chemical shrinkage, self-desiccation, and aging.18 Bager and Sellevold have observed a similar repercolation of depercolated capillary pores due to drying and resaturation of mature cement pastes. 19 Interestingly, for the low-alkali cement paste prepared in this study, this repercolation is observed to occur even under nominally saturated conditions. As indicated in Figures 6, 7, and 8, systems of percolated open gel and capillary pores are gradually reforming in this paste upon continued saturated curing. The paste with alkali sulphate additions also indicates some repercolation in Figure 8, but to an extent much less than that of the control low-alkali specimen. Conversely, the pastes with alkali hydroxides and the two different lithium compound additions offer no indication of repercolation in Figures 6 and 7.

Figure 5. LTC scans for cement pastes cured for 14 d
under saturated conditions.

Figure 5. LTC scans for cement pastes cured for 14 d under saturated conditions.

 

Figure 6.  LTC scans for cement pastes containing lithium
after 30 d of saturated curing.

Figure 6. LTC scans for cement pastes cured for 30 d under saturated curing.

The earlier depercolation of the pastes with additional alkalis and their enhanced stability with respect to this depercolation is likely linked to their incorporation into the C-S-H gel hydration product and specifically their influences on its morphology and specific volume. The ionic radii of the various alkali cations, along with that of calcium, are provided in Table 3. Lithium, being the smallest of the three alkali cations, has been observed to be the alkali most preferentially incorporated into the cement hydrates.7 These alkalis have been observed to modify the morphology of the gel hydration product from a random to a plate-like one1, 3 and microstructural simulations have indicated that hydration products based on plates can depercolate the capillary pore network at a significantly lower degree of hydration than that observed for hydration products with a random morphology.11 The fact that the mixtures with lithium required more hydration to achieve the initial depercolation (at 8 d) could be rationalised by assuming that the molar volume of the C-S-H gel that incorporates the smaller lithium cation is less than that of C-S-H gel with potassium or sodium (or no) cation substitutions. A less voluminous C-S-H gel could also contribute to the strength reduction observed in systems with lithium additions.9

The repercolation of the capillary pores in the low-alkali cement paste could be due to the possibility that the less crystalline, random morphology C-S-H gel1, 3 in that paste is the most susceptible to a subsequent rearrangement (aging including local shrinkage) that repercolates the capillary pore network. The old adage, "all things in moderation," may also apply to alkali contents in cement, as a cement with too low of an alkali content may produce a paste that is susceptible to repercolation of the capillary pore network at later ages, while a cement with too high of an alkali content may exhibit reduced hydration and strength at later ages, as well as an increased susceptibility to ASR. According to the results presented in this study, lithium hydroxide or lithium nitrate additions did not exhibit detrimental influences on either the long term degree of hydration or capillary and open gel pore (re)percolation.

Figure 7.  LTC scans for cement pastes containing lithium
after 30 d of saturated curing.

Figure 7. LTC scans for cement pastes cured for 90 d under saturated curing.

 

Table 3. Ionic radii for various cations of relevance to this study.16

Ionic species

Ionic radius

Li+

0.068 nm

Na+

0.097 nm

K+

0.133 nm

Ca++

0.099 nm

Figure 8.  LTC scans for cement pastes cured for over 100 d under saturated curing.

Figure 8. LTC scans for cement pastes cured for over 100 d under saturated curing.


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