This study investigated the initial rock damages and their effects on the uniaxial compressive strength of soft rock (claystone) and hard rock (marble) using Computerized Tomography (CT) scanning. The soft rock (claystone) samples were initially damaged before sampling. The samples were taken from three test areas with different levels of deterioration. These areas were initially subjected to different deteriorating conditions. In Area 1, the rock was exposed to natural air, called the uncovered test area; In Area 2, the rocks were wetted for three days by watering, drying, and exposing it to the sun/wind, called a wetting-drying test area. This process was conducted by wetting and drying the rocks for three days each; and in Area 3, the rock was covered with a concrete slab (in-place poured concrete), called a concrete covered test area. These different sampling methods damaged the hard rocks (marble). CT scanning experiments showed the recorded average CT numbers of the rock samples (from the highest to lowest) are: the concrete covered area, the uncovered area, and the wetting-drying area. The test results of the soft rock samples also demonstrated that a higher average CT number corresponded to a higher uniaxial compressive strength. In addition, the average CT number for soft rock undergoing different degrees of initial damage exhibits a certain regularity. The average CT number of the soft rock confirmed induced damages by the deteriorating condition. Using a nondestructive sampling method for the hard rock led to a significantly lower degree of initial damage than the samples obtained by the conventional sampling method. The marble samples obtained by the nondestructive sampling method exhibited higher average CT numbers and uniaxial compressive strength than the samples obtained by conventional sampling method.
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