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EN
The paper presents the results of analysis of surface roughness parameters in the Krosno Sandstones of Mucharz, southern Poland. It was aimed at determining whether these parameters are influenced by structural features (mainly the laminar distribution of mineral components and directional distribution of non-isometric grains) and fracture processes. The tests applied in the analysis enabled us to determine and describe the primary statistical parameters used in the quantitative description of surface roughness, as well as specify the usefulness of contact profilometry as a method of visualizing spatial differentiation of fracture processes in rocks. These aims were achieved by selecting a model material (Krosno Sandstones from the Górka–Mucharz Quarry) and an appropriate research methodology. The schedule of laboratory analyses included: identification analyses connected with non-destructive ultrasonic tests, aimed at the preliminary determination of rock anisotropy, strength point load tests (cleaved surfaces were obtained due to destruction of rock samples), microscopic analysis (observation of thin sections in order to determine the mechanism of inducing fracture processes) and a test method of measuring surface roughness (two- and three-dimensional diagrams, topographic and contour maps, and statistical parameters of surface roughness). The highest values of roughness indicators were achieved for surfaces formed under the influence of intragranular fracture processes (cracks propagating directly through grains). This is related to the structural features of the Krosno Sandstones (distribution of lamination and bedding).
EN
The fracture processes of the Krosno Sandstones of Mucharz, southern Poland, were analysed to determine its relation to orientation of the structural features of the rock. The research putted focused estimating influence of characteristic structural features of the rock (arrangement of laminations plane and direction of arrangement of grains). In the initial stage of research, ultrasonic longitudinal wave propagation speed (Vp) tests were carried out on samples flysch sandstones. The results of the tests were analysed to determine effects of characteristic structural features of the rock on obtained values of longitudinal wave propagation speed (Vp), using on variability of obtained results depending on orientation of mineral elements. In the second part of the study, the point load test was used to determine rock strength under uniaxial compression conditions. In order to estimate uniaxial compressive strength, index-to-strength conversion factors were used. The point load test apparatus and procedure enables economical testing of rock samples in either a field or laboratory setting. Last part of the research was application of computer methods enabled to show technique of analysis microscopic images of the thin – section flysch sandstones samples, tested on point load tests and filled with a staining substance. The study elucidated the structural controls of the fracture processes of the flysch sandstones from Gorka – Mucharz quarry.
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