The purpose of this work was to investigate the influence of the volumetric fraction of the fibers on the fracture toughness of geopolymeric cement concretes reinforced with basalt fibers. The values of fracture toughness, critical stress intensity factor and critical crack mouth opening displacement were measured on 18 notched beams tested by three-point bending. The a0/h (notch height/beam height) ratio was equal to 0.2 and the L0/h (distance between the supports/beam height) ratio was equal to 3.