Summary of laboratory tests of sandstone for pull-out test analysis
Jakub Gontarz
j.gontarz@pollub.plDepartment of Structural Mechanics; Faculty of Civil Engineering and Architecture; Lublin University of Technology; (Poland)
https://orcid.org/0000-0002-6900-6158
Jerzy Podgórski
Department of Structural Mechanics; Faculty of Civil Engineering and Architecture; Lublin University of Technology; (Poland)
https://orcid.org/0000-0003-4745-7705
Marek Kalita
Zakład Maszyn i Urządzeń; Instytut Techniki Górniczej KOMAG; (Poland)
https://orcid.org/0000-0001-7492-698X
Michał Siegmund
Instytut Techniki Górniczej KOMAG; (Poland)
https://orcid.org/0000-0002-9380-1311
Abstract
The paper presents the results of mechanical laboratory tests of two types of sandstone, white and gray, obtained from two stone quarries in Poland. Compression tests of cubic samples, three-point bending tests, bending of notched beams and quasi-Brazilian test were performed. Basing on these tests, the values of compressive strength, tensile strength, Young's modulus and Poisson's ratio were determined. From the bending test of notched beams, a critical stress intensity factor in mode I and critical energy release rate was determined. These values are intended to be used as parameters of numerical (FEM) model to simulate the pull-out test of an anchor pulled out from the rock surface.
Keywords:
rock mechanics, fracture mechanics, sandstone, self-undercut anchor, laboratory tests, material parametersReferences
[2] Bower A.F. Applied mechanics of solids. CRC Press, 2009.
[3] Elices M., Guinea G.V., Gómez J., Planas J., The cohesive zone model: advantages, limitations and challenges, Engineering Fracture Mechanics 69 (2002) 137-163.
[4] Gontarz J., Podgórski J., Explanation of the mechanism of destruction of the cylindrical sample in the Brazilian test, [w:] Advances in Mechanics: Theoretical, Computational and Interdisciplinary Issues. (ed. Kleiber M., Burczyński T., Wilde K., Górski J., Winkelmann K., Smakosz Ł.). Taylor and Francis Group, Boca Raton 2016.
Authors
Jakub Gontarzj.gontarz@pollub.pl
Department of Structural Mechanics; Faculty of Civil Engineering and Architecture; Lublin University of Technology; Poland
https://orcid.org/0000-0002-6900-6158
Authors
Jerzy PodgórskiDepartment of Structural Mechanics; Faculty of Civil Engineering and Architecture; Lublin University of Technology; Poland
https://orcid.org/0000-0003-4745-7705
Authors
Marek KalitaZakład Maszyn i Urządzeń; Instytut Techniki Górniczej KOMAG; Poland
https://orcid.org/0000-0001-7492-698X
Authors
Michał SiegmundInstytut Techniki Górniczej KOMAG; Poland
https://orcid.org/0000-0002-9380-1311
Statistics
Abstract views: 224PDF downloads: 105
License
This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Budownictwo i Architektura supports the open science program. The journal enables Open Access to their publications. Everyone can view, download and forward articles, provided that the terms of the license are respected.
Publishing of articles is possible after submitting a signed statement on the transfer of a license to the Journal.
