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A 3-D constitutive model for rock joints with anisotropic friction and stress dependency in shear stiffness
Royal Institute of Technology.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Mining and Geotechnical Engineering.ORCID iD: 0000-0002-9766-0106
Royal Institute of Technology.
1994 (English)In: International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, ISSN 0148-9062, E-ISSN 1879-2073, Vol. 31, no 2, p. 173-178Article in journal (Refereed) Published
Place, publisher, year, edition, pages
1994. Vol. 31, no 2, p. 173-178
National Category
Other Civil Engineering
Research subject
Mining and Rock Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-2898DOI: 10.1016/0148-9062(94)92808-8ISI: A1994NQ42600010Scopus ID: 2-s2.0-0028193956Local ID: 0a106680-ef63-11dc-a549-000ea68e967bOAI: oai:DiVA.org:ltu-2898DiVA, id: diva2:975752
Note
Godkänd; 1994; 20080311 (cira)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2018-07-10Bibliographically approved

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Nordlund, Erling

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