Research Article
Experimental Investigation of MgAl-NO2 and MgAl-CO3 LDHs on Durability of Mortar and Concrete
Figure 7
Pore size distribution of concrete. Cumulative distribution of pore size of (a) C30 and (b) C50. Differential distribution of pore size of (c) C30 and (d) C50. (e) The most probable pore size of concrete.
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| (b) |
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