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The Effect Of Overcoring On Elastic Properties And Evaluated Stress Components 
Luleå University of Technology.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Mining and Geotechnical Engineering.ORCID iD: 0000-0002-9766-0106
2000 (English)In: ISRM International Symposium 2000, International Society for Rock Mechanics , 2000, article id ISRM-IS-2000-616Conference paper, Published paper (Other academic)
Abstract [en]

The influence of Poisson"s ratio on overcoring was investigated using data from 47 tests. In these tests both the CSIRO HI triaxial cell and the triaxial cell developed by Swedish State Power Board were used. Boreholes drilled parallel to the major principal stress resulted in higher Poisson"s ratio compared to boreholes drilled at an angle to major principal stress. Numerical modelling by FLAC was used to simulate overcoring and biaxial testing. When the major principal stress is acting perpendicular to the borehole, the extensional strain is larger on the inner surface of the core during overcoring than when parallel to the borehole. Simulations of a biaxial test of a virgin core show extensional strain, which may be larger than critical extensional strain of the rock type, indicating non-elastic behaviour.

Place, publisher, year, edition, pages
International Society for Rock Mechanics , 2000. article id ISRM-IS-2000-616
National Category
Mineral and Mine Engineering
Research subject
Mining and Rock Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-86317Scopus ID: 2-s2.0-85053879384OAI: oai:DiVA.org:ltu-86317DiVA, id: diva2:1579414
Conference
ISRM International Symposium, Melbourne, Australia, November 19-24, 2000
Funder
Swedish Nuclear Fuel and Waste Management Company, SKBAvailable from: 2021-07-09 Created: 2021-07-09 Last updated: 2021-07-09Bibliographically approved

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Scopushttps://onepetro.org/ISRMIS/proceedings/IS00/All-IS00/ISRM-IS-2000-616/50625

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Nordlund, Erling

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