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. 2020 Jul 8;13(14):3060. doi: 10.3390/ma13143060

Figure 4.

Figure 4

Deformation of the representative foamed concrete specimens at 0.35 compressive strain, reinforced with untreated henequen fiber: (a) H0.5FC; (b) H1.0FC and (c) H1.5FC; with treated henequen fiber: (d) HT0.5FC; (e) HT1.0FC and (f) HT1.5FC and with PP fiber: (g) PP0.5FC; (h) PP1.0FC and (i) PP1.5FC.