Influence of Pore Structure on Compressive Strength of Cement Mortar

Figure 3

Differential intrudes volume versus pore diameter for MS mortars.

(a) 𝑤/𝑐=0.4

(b) 𝑤/𝑐=0.5

(c) 𝑤/𝑐=0.6

(d) 𝑤/𝑐=0.7