“…Rashidi et al (2008) have shown that uniaxial compression tests are influenced by several factors, such as the size and shape of the test sample, rate of loading, amount and type of fluid present in the rock sample, mineralogy, grain size, grain shape, grain sorting, and rate of loading. In addition to weathering, rock structure alteration due to diffusion of incompatible fluids and inaccurate handling of the cores in conjunction with stress unloading causes differences between measured rock strength from reality (Nabaei et al, 2010).…”