Developing Geopolymer Concrete Properties by Using Nanomaterials and Steel Fibers

Figure 8

Splitting tensile strength for (a) GPC containing nanosilica, (b) GPC containing nanometakaolin, (c) different % of hooked-end steel fiber reinforced GPC containing 4% nanosilica, and (d) different % of hooked-end steel fiber reinforced GPC containing 6% nanometakaolin.

(a)

(b)

(c)

(d)