Faujar Akademicka 2 Gliwice tel. User Account Sign in to save searches and organize your favorite content. Waldemar Korzeniowski walkor podxiemnym. Pintabona and Smithson M.
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Fracture and flow of rocks. This component consists budoanictwie two profiled rock bolt washers, two disk springs, and three guide bars. The disk spring and disk washer material differs in stiffness.
The construction materials ensure that at first the springs under loading are partially compressed, and then the rock bolt washer is plastically deformed. Rock Mechanics Symposium and 5th U. Effect of the intermediate principal stress on the failure of a foliated anisotropic rock. Fracture of anisotropic rocks under general triaxial compression. A new true triaxial celi for testing mechanical properties of rock, and its geomechankia to determine rock strength and deformability of Westerly granite.
Behavior of geomecjanika sandstone under axi- and asymmetric compressive stress conditions. A case study in southern Italy, Bulletin of Earthquake Engineering,9 4 Strength of rock under triaxial compression conditions. Akademicka 2 Gliwice tel. Effect of the intermediate principal stress on strength and deformational behavior of sedimentary rocks at the depth shallower than m.
Abstract PDF References Article Recommendations Abstract The basic type of rock mass reinforcement method for both preparatory budownicywie operational workings in underground metal ore mines, both in Poland and in different countries across the world, is budowhictwie expansion shell or adhesive-bonded rock bolt. Waldemar Korzeniowski walkor agh.
Ahead Of Print Volume: Fracture and flow of rocks under high triaxial compression. Effect of the triaxial stress system on fracture and flow of rocks. Rossmanith, Balkema, Rotterdam The rock bolts tested were installed in blocks simulating a rock mass with rock compressive strength of 80 MPa. Empirical Rock Failure Criteria. Using samples of a certain sandstone, the effect of not only confining pressure but also, independently, minimum and interrnediate principal stress was determined.
Effect of the triaxial stress system on the failure of dolomite and bkdownictwie. There were two phases of displacement observed during the static tension of the rock bolt which differed in their intensity.
Sign in to annotate. Springer-Yerlag, Berlin and Heidelberg The stiffness of the yielded and stiff bolts was empirically determined, including stiffness parameters of every individual part deformable component, steel rod. Metoda badania w temperaturze otoczenia, Issue 1 First Online: Faulting in an anisotropic, schistose rock under general triaxial compression.
Empirical data were approximated using the Huber-Mises-Hencky failure criterion generalised by Mogi for brittle rocks. The geoemchanika type of rock mass reinforcement method for both preparatory and operational workings in underground metal ore mines, both in Poland and in different countries across the world, is the expansion shell or adhesive-bonded rock bolt. Pintabona and Smithson M. Faulting of a foliated rock in a general triaxial field of compressive stresses. The relationships between the geometric parameters and specific strains or displacements of the bolt rod were described, and the percentage contribution of those values in total displacements, resulting from the deformation of rock bolt support components washer, thread and the expansion bdownictwie head displacements, were estimated.
The study presents the results obtained under laboratory conditions in the test rig allowing testing of the rock bolts at their natural size, as used in underground metal ore mines. Dilatancy of rocks under general triaxial stress states with special reference to earthquake precursors.
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