Uniaxial compressive strength is easily performed on cylindrical or prismatic ice samples and can vary with strain rate, temperature, porosity, grain orientation, and grain size ratio. While strain rate and temperature can be controlled easily, the other variables cannot. This lack of control yields an uncertainty in the uniaxial test results.
A test was conducted on each type of sample at a constant strain rate of $10^{-4} \mathrm{~s}^{-1}$, and a temperature of $-5^{\circ} \mathrm{C}$. Upon inspection of the results the exact yield point could not be determined; however, there was enough information to form fuzzy sets for the failure of the cylindrical and prismatic samples A and B, respectively, as shown in Fig. P4.12. Once the union of A and B has been identified (the universe of compressive strengths, megapascals $\mathrm{N} / \mathrm{m}^2 \times 10^6$ ) we can obtain a defuzzified value for the yield strength of this ice under a compressive axial load. For each of the seven methods presented in this chapter assess (a) whether each is applicable and, if so, (b) calculate the defuzzified value, $z^*$.