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Direct shear tests on large natural and artificially induced rock fractures in a new laboratory equipment
RISE Research Institutes of Sweden, Material och produktion, Kemi och Tillämpad mekanik.ORCID-id: 0000-0003-4526-4061
RISE Research Institutes of Sweden, Material och produktion, Kemi och Tillämpad mekanik.ORCID-id: 0000-0002-3481-1368
RISE Research Institutes of Sweden, Material och produktion, Kemi och Tillämpad mekanik.ORCID-id: 0000-0002-4551-5644
2023 (Engelska)Ingår i: Proceedings of the ISRM 15th International Congress on Rock Mechanics and Rock Engineering & 72nd Geomechanics Colloquium: Challenges in Rock Mechanics and Rock Engineering / [ed] Schubert, W. & Kluckner, A., Salzburg: Austrian Society for Geomechanics , 2023, s. 2709-2714, artikel-id 1827Konferensbidrag, Publicerat paper (Refereegranskat)
Abstract [en]

A direct shear equipment for testing rock fractures up to 400×600 mm size, and up to 5 MN force in both normal and shear loading directions, was developed. Normal loading and direct shear tests under constant normal stiffness (CNS) and constant normal load (CNL) conditions were conducted on 300×500 mm specimens, one planar steel joint and two natural and two tensile induced rock fractures. Design targets, e.g. system to maintain undisturbed fractures up to testing and high system stiffnesses to achieve well-controlled shear tests, were verified by the experiments. A new optical system for local deformation measurements was used to accurately determine fracture displacements besides conventional non-local deformation measurements. The determined normal stiffnesses were similar previous results from the literature on smaller fractures, whereas the shear stiffness data are novel. The results provide a new insight into processes at the onset of fracture slip.

Ort, förlag, år, upplaga, sidor
Salzburg: Austrian Society for Geomechanics , 2023. s. 2709-2714, artikel-id 1827
Nyckelord [sv]
Rock fractures, large scale direct shear equipment, local optical deformation measurements, CNL, CNS, fracture stiffness
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URN: urn:nbn:se:ri:diva-67541OAI: oai:DiVA.org:ri-67541DiVA, id: diva2:1805459
Konferens
ISRM 15th International Congress on Rock Mechanics and Rock Engineering & 72nd Geomechanics Colloquium, Salzburg, Austria, October 9-14, 2023
Forskningsfinansiär
Svensk Kärnbränslehantering, SKB
Anmärkning

Funding of this work: SKB Svensk Kärnbränslehantering,  

NWMO Nuclear Waste Management Co https://www.nwmo.ca/ , 

BeFo Stiftelsen Bergteknisk Forskning https://www.befoonline.org/

Tillgänglig från: 2023-10-17 Skapad: 2023-10-17 Senast uppdaterad: 2023-10-17Bibliografiskt granskad

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Jacobsson, LarsFlansbjer, MathiasLarsson, Jörgen

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