2015
DOI: 10.1016/j.conbuildmat.2015.05.121
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Permeation characteristics and impact factors of geopolymers made of kaolin

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Cited by 10 publications
(4 citation statements)
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“…However, depending on the different application levels, a balance between the setting times, slump flow, compressive strength and the costs can be achieved by the incorporation of fly ash with an appropriate amount; as can be seen that desirable strengths with other similar properties are shown in samples with high fly ash contents. It should be noted that relatively high porosities of alkali activated materials are also reported in other previous researches [57][58][59][60], this is probably due to the relatively high physically bound water content (see Fig. 6) of this type of material by nature.…”
Section: Porositysupporting
confidence: 70%
“…However, depending on the different application levels, a balance between the setting times, slump flow, compressive strength and the costs can be achieved by the incorporation of fly ash with an appropriate amount; as can be seen that desirable strengths with other similar properties are shown in samples with high fly ash contents. It should be noted that relatively high porosities of alkali activated materials are also reported in other previous researches [57][58][59][60], this is probably due to the relatively high physically bound water content (see Fig. 6) of this type of material by nature.…”
Section: Porositysupporting
confidence: 70%
“…Apart from total porosity, there was a more noticeable difference in pore size distribution. The higher l/s ratio of MK60 results in a shift of the pore size distribution towards bigger pores, which coincided with the results from the literature [ 57 , 58 ]. The biggest change could be observed for pores < 10 µm and in the range of 20 µm to 50 µm, where the shift was most pronounced.…”
Section: Resultssupporting
confidence: 91%
“…On the other hand, Zhang et al [106] and Nasvi et al [107,108] conducted measurements of permeability for AAS concrete and reported lower values than those for PC concrete. Similar findings were also reported by Ko et al [109].…”
Section: Permeability Coefficientsupporting
confidence: 92%