... the testing proceeded. In this study, 1%/minutes strain rate was accounted to perform the UC test on samples at 15h to 90 days curing time, for this period of time the stabilized sample could stand on its own. Secant modulus of the stabilized soil was determined from the slope of the stress-strain curve...

... from the experiments are compared one another focused on the cycles to failure and damage accumulating processes by S-N plots and the transition curves of secant modulus respectively. As the results it became clear that fiber content is the dominant parameter for fatigue strength at relatively low...