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Behaviour of the crushed zone in rock indentation
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Mining and Geotechnical Engineering.
Institute of Mining and Metallurgy, Changsha, China.
1983 (English)In: Rock Mechanics and Rock Engineering, ISSN 0723-2632, E-ISSN 1434-453X, Vol. 16, no 3, p. 199-207Article in journal (Refereed) Published
Abstract [en]

Micro hardness tests of compressed crushed rock indicate that the plastic behavior of powder of ductile rocks, in this case a marble, resembles that of intact rock, irrespective of the deformation history of the crushed material. The inelastic deformation of such rocks under a bit can then be treated by plasticity theory. The deformation properties of crushed material of granite and sandstone are of a brittle nature.

Place, publisher, year, edition, pages
1983. Vol. 16, no 3, p. 199-207
National Category
Other Civil Engineering
Research subject
Mining and Rock Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-2684DOI: 10.1007/BF01033280ISI: A1983RF12300004Scopus ID: 2-s2.0-0020807112Local ID: 05693b10-c0f3-11db-834c-000ea68e967bOAI: oai:DiVA.org:ltu-2684DiVA, id: diva2:975537
Note

Godkänd; 1983; 20070220 (pafi)

Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2024-04-09Bibliographically approved

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Lindqvist, Per-Arne

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