University of Zagreb. Faculty of Mining, Geology and Petroleum Engineering. Department of Mining and Geotechnical Engineering.
Abstract
Prilikom rudarskih i geotehničkih zahvata u stijenskoj masi jedan od bitnih čimbenika je
razumijevanje ponašanja diskontinuiteta unutar same stijenske mase. U radu je prikazan i objašnjen
postupak provedbe laboratorijskih ispitivanja posmičnih značajki diskontinuiteta. Provedeno je
ispitivanje na prirodnim uzorcima u Geomehaničkom laboratoriju, Odjelu za mehaniku stijena na
RGN fakultetu u Zagrebu, na temelju kojeg je napravljen prikaz rezultata i njihova analiza.In the case of mining and geotechnical interventions in rock mass one of the important factors is
understanding the behavior of discontinuity within the rock mass itself. This paper presents and
explains the procedure for conducting laboratory tests of rock discontinuity shear characteristics. A
study was carried out on natural specimens in the Geomechanical Laboratory, Rock Mechanics
Department at the RGN Faculty in Zagreb, on the basis of which the results were presented and their
analysis
