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Published in: Geotechnical and Geological Engineering 3/2020

27-01-2020 | Original Paper

Considerations on the Laboratory Measurement of the Basic Friction Angle of Planar Rock Surfaces/Effect of Testing Methods and Surface Polishing

Authors: Mahmoud Behnia, Behzad Nateghpour

Published in: Geotechnical and Geological Engineering | Issue 3/2020

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Abstract

Over last decades, basic friction angle has been considered as one of the essential components of the developed criteria for shear strength of rock joints and thus an important input parameter in numerical modeling of the rock mass. This parameter is either measured by tilt test or by direct shear test on flat surfaces that are mostly saw-cut. While this parameter has been used in the proposed rock shear strength criteria as a constant rock property, researchers have reported a wide range for it. In this paper, the substantial impact of sample preparation and surface polishing on the obtained results of basic friction angle was shown by tilt and saw-cut tests (two common methods for evaluation the basic friction angle with two different levels of normal stresses) on two types of limestone. The results showed, based on the surface polishing, the basic friction angle measured by tilt test is approximately 10 degrees greater than the one measured by the direct shear test. Also, the results displayed that the range of variations of the basic friction angles of the tilt tests was more than the shear test results. Combining the results of this study with the other published works showed that the basic friction angle was found to vary with different factors, instead of being unique and constant.

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Literature
go back to reference Alejano L et al (2017) A benchmark experiment to assess factors affecting tilt test results for sawcut rock surfaces. Rock Mech Rock Eng 50:2547–2562CrossRef Alejano L et al (2017) A benchmark experiment to assess factors affecting tilt test results for sawcut rock surfaces. Rock Mech Rock Eng 50:2547–2562CrossRef
go back to reference Aydan O, Shimizu Y, Kawamoto T (1995) A portable system for in situ characterization of surface morphology and frictional properties of rock discontinuities. In: Proceedings 4th international symposium on field measurements in Geomech. Bergamo, pp 463–470 Aydan O, Shimizu Y, Kawamoto T (1995) A portable system for in situ characterization of surface morphology and frictional properties of rock discontinuities. In: Proceedings 4th international symposium on field measurements in Geomech. Bergamo, pp 463–470
go back to reference Brown E (1981) Suggested methods for determining shear strength. Rock characterisation testing monitoring. Pergamon Press, Oxford, pp 129–140 Brown E (1981) Suggested methods for determining shear strength. Rock characterisation testing monitoring. Pergamon Press, Oxford, pp 129–140
go back to reference González J, González-Pastoriza N, Castro U, Alejano LR, Muralha J (2014) Considerations on the laboratory estimate of the basic friction angle of rock joints. In: Proceedings of the 2014 ISRM European Rock Mech. symposium (EUROCK 2014), Vigo, pp 199–204 González J, González-Pastoriza N, Castro U, Alejano LR, Muralha J (2014) Considerations on the laboratory estimate of the basic friction angle of rock joints. In: Proceedings of the 2014 ISRM European Rock Mech. symposium (EUROCK 2014), Vigo, pp 199–204
go back to reference Grasselli G (2001) Shear strength of rock joints based on quantified surface description. EPFL Grasselli G (2001) Shear strength of rock joints based on quantified surface description. EPFL
go back to reference Hencher S (1976) A simple sliding apparatus for the measurement of rock friction. Géotechnique 26:641–644CrossRef Hencher S (1976) A simple sliding apparatus for the measurement of rock friction. Géotechnique 26:641–644CrossRef
go back to reference Ladanyi B, Archambault G (1969) Simulation of shear behavior of a jointed rock mass. In: Paper presented at the the 11th U.S. symposium on rock mechanics (USRMS), Berkeley, 16–19 June Ladanyi B, Archambault G (1969) Simulation of shear behavior of a jointed rock mass. In: Paper presented at the the 11th U.S. symposium on rock mechanics (USRMS), Berkeley, 16–19 June
go back to reference Nicholson GA (1994) A test is worth a thousand guesses—a paradox. In: Paper presented at the 1st North American Rock Mech. Symposium, Austin, 1–3 June Nicholson GA (1994) A test is worth a thousand guesses—a paradox. In: Paper presented at the 1st North American Rock Mech. Symposium, Austin, 1–3 June
go back to reference Patton FD (1966) Multiple modes of shear failure in rock. In: Paper presented at the 1st ISRM congress, Lisbon, 25 Sep–1 Oct Patton FD (1966) Multiple modes of shear failure in rock. In: Paper presented at the 1st ISRM congress, Lisbon, 25 Sep–1 Oct
go back to reference Pérez-Rey I, Alejano LR, González-Pastoriza N, González J, Arzúa J (2015) Effect of time and wear on the basic friction angle of rock discontinuities. In: ISRM regional symposium-EUROCK 2015 Pérez-Rey I, Alejano LR, González-Pastoriza N, González J, Arzúa J (2015) Effect of time and wear on the basic friction angle of rock discontinuities. In: ISRM regional symposium-EUROCK 2015
Metadata
Title
Considerations on the Laboratory Measurement of the Basic Friction Angle of Planar Rock Surfaces/Effect of Testing Methods and Surface Polishing
Authors
Mahmoud Behnia
Behzad Nateghpour
Publication date
27-01-2020
Publisher
Springer International Publishing
Published in
Geotechnical and Geological Engineering / Issue 3/2020
Print ISSN: 0960-3182
Electronic ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-020-01198-5

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