Effect of sieving height on density and friction of brittle analogue material: Ring-shear test data of quarz sand used for analogue experiments in the Tectonic Modelling Lab of the University of Bern
Cite as:
Schmid, Timothy; Schreurs, Guido; Warsitzka, Michael; Rosenau, Matthias (2020): Effect of sieving height on density and friction of brittle analogue material: Ring-shear test data of quarz sand used for analogue experiments in the Tectonic Modelling Lab of the University of Bern. GFZ Data Services. https://doi.org/10.5880/fidgeo.2020.006
Status
I N R E V I E W : Schmid, Timothy; Schreurs, Guido; Warsitzka, Michael; Rosenau, Matthias (2020): Effect of sieving height on density and friction of brittle analogue material: Ring-shear test data of quarz sand used for analogue experiments in the Tectonic Modelling Lab of the University of Bern. GFZ Data Services. https://doi.org/10.5880/fidgeo.2020.006
Abstract
This dataset provides friction data from ring-shear tests (RST) for a quartz sand (“A”). This material is used in various types of analogue experiments in Tectonic Modelling Lab of the University of Bern as an analogue for brittle layers in the crust or lithosphere. The material has been characterized by means of internal friction coefficients μ and cohesions C. Three sub-datasets represent a systematic increase of the sieving height from 10 cm to 20 cm to 30 cm into a shear cell of type No. 1, following the same protocol. This dataset shows that packing density of quartz sand is dependent on the chosen sieving height. However, the effect of the sieving height on internal friction coefficients μ as well as cohesion C is minor and thus negligible in sandbox experiments. According to our analysis the material shows for a sieving height of 10 cm a Mohr-Coulomb behaviour characterized by a linear failure envelope and peak, dynamic and reactivation friction coefficients of μP = 0.70, μD = 0.60 and μR = 0.65, respectively. Cohesions C are in the order of 40 – 80 Pa.
Authors
Schmid, Timothy;Institute of Geological Sciences, University of Bern, Switzerland
Schreurs, Guido;Institute of Geological Sciences, University of Bern, Switzerland
Warsitzka, Michael;GFZ German Research Centre for Geosciences, Potsdam, Germany
Rosenau, Matthias;GFZ German Research Centre for Geosciences, Potsdam, Germany
Contact
Rosenau, Matthias
(Lab manager); GFZ German Research Centre for Geosciences, Potsdam, Germany
Contributors
HelTec - Helmholtz Laboratory for Tectonic Modelling (GFZ German Research Centre for Geosciences, Germany); Tectonic Modelling Laboratory at the Institute for Geological Sciences (TecLab Bern, Switzerland); Tectonic Modelling Laboratory at the Institute for Geological Sciences (TecLab Bern, Switzerland)
Keywords
EPOS, analogue models of geologic processes, multi-scale Laboratories, property data of analogue modelling materials, Cohesion, Friction coefficient, Ring-shear tester, Sand > Quartz sand, Deformation > fracturing, tectonic and structural features, Analogue Material, sand, Density, Friction > Imposed Stress, Force sensor, Shear Box, Analogue Material, Density, Force sensor, Friction > Imposed Stress, Shear Box, sand
affiliation (affiliationIdentifier=0000-0003-1774-5888 affiliationIdentifierScheme=ORCID): GFZ German Research Centre for Geosciences, Potsdam, Germany
affiliation (affiliationIdentifier=0000-0003-1134-5381 affiliationIdentifierScheme=ORCID): GFZ German Research Centre for Geosciences, Potsdam, Germany
titles
title: Effect of sieving height on density and friction of brittle analogue material: Ring-shear test data of quarz sand used for analogue experiments in the Tectonic Modelling Lab of the University of Bern
publisher: GFZ Data Services
publicationYear: 2020
subjects
subject: EPOS
subject: analogue models of geologic processes
subject: multi-scale Laboratories
subject: property data of analogue modelling materials
subject: Cohesion
subject: Friction coefficient
subject: Ring-shear tester
subject: Sand > Quartz sand
subject: Deformation > fracturing
subject: tectonic and structural features
subject (subjectScheme=EPOS WP16 Rock Physics Material): Analogue Material
subject (subjectScheme=EPOS WP16 Rock Physics Measured Property): Density
affiliation (affiliationIdentifier=0000-0003-1774-5888 affiliationIdentifierScheme=ORCID): GFZ German Research Centre for Geosciences, Potsdam, Germany
affiliation (affiliationIdentifier=0000-0003-1134-5381 affiliationIdentifierScheme=ORCID): GFZ German Research Centre for Geosciences, Potsdam, Germany
contributor (contributorType=HostingInstitution)
contributorName: HelTec - Helmholtz Laboratory for Tectonic Modelling (GFZ German Research Centre for Geosciences, Germany)
affiliation (affiliationIdentifier=9ba34c109b827b177aab36e0266b1643 affiliationIdentifierScheme=labid): GFZ German Research Centre for Geosciences, Potsdam, Germany
contributor (contributorType=DataCollector)
contributorName: Tectonic Modelling Laboratory at the Institute for Geological Sciences (TecLab Bern, Switzerland)
CharacterString: Effect of sieving height on density and friction of brittle analogue material: Ring-shear test data of quarz sand used for analogue experiments in the Tectonic Modelling Lab of the University of Bern
CharacterString: This dataset provides friction data from ring-shear tests (RST) for a quartz sand (“A”). This material is used in various types of analogue experiments in Tectonic Modelling Lab of the University of Bern as an analogue for brittle layers in the crust or lithosphere. The material has been characterized by means of internal friction coefficients μ and cohesions C. Three sub-datasets represent a systematic increase of the sieving height from 10 cm to 20 cm to 30 cm into a shear cell of type No. 1, following the same protocol. This dataset shows that packing density of quartz sand is dependent on the chosen sieving height. However, the effect of the sieving height on internal friction coefficients μ as well as cohesion C is minor and thus negligible in sandbox experiments. According to our analysis the material shows for a sieving height of 10 cm a Mohr-Coulomb behaviour characterized by a linear failure envelope and peak, dynamic and reactivation friction coefficients of μP = 0.70, μD = 0.60 and μR = 0.65, respectively. Cohesions C are in the order of 40 – 80 Pa.
CI_OnLineFunctionCode (codeList=http://www.isotc211.org/2005/resources/Codelist/gmxCodelists.xml#CI_OnLineFunctionCode codeListValue=http://www.isotc211.org/2005/resources/Codelist/gmxCodelists.xml#CI_OnLineFunctionCode_information): information
Released
Dataset
Abstract
;Institute of Geological Sciences, University of Bern, Switzerland
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