Abstract
The author investigated the engineering properties of two dolostone samples with different degrees of tectonic deformation from the Taormina and Castelmola sites in Italy. As stated in the Introduction section, the purpose of the technical note is to assess the correlation between the physical [effective porosity (n0), total porosity (n), bulk density (qbulk), and P-wave velocity (Vp)] and mechanical [modulus of elasticity (E) and uniaxial compressive strength (UCS)] rock properties. We would like to make the following comments.
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