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Bolt action in jointed rock
Luleå tekniska universitet.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0002-5661-5237
1984 (English)In: Rock bolting : theory and application in mining and underground construction: proceedings of the International symposium on rock bolting, Abisko, 28 August - 2 September 1983 / [ed] Ove Stephansson, Rotterdam: Balkema Publishers, A.A. / Taylor & Francis The Netherlands , 1984, p. 33-46Conference paper, Published paper (Refereed)
Abstract [en]

A constitutive elasto-viscoplastic model is presented which combines the properties of the jointed rock mass and the rock bolt system. Different mechanisms of single joint-bolt systems are analyzed. Mechanisms like axial straining, tension-stiffening (due to bonding between grouted bolts and rock) and dowel action are included in the model. Stiffness properties are derived from pull-out tests on single bolts. The various stiffnesses and compliances from multi-directional joint sets and bolt sets are superimposed with intact rock properties in a model of the rock mass.

Place, publisher, year, edition, pages
Rotterdam: Balkema Publishers, A.A. / Taylor & Francis The Netherlands , 1984. p. 33-46
National Category
Construction Management
Research subject
Construction Engineering and Management
Identifiers
URN: urn:nbn:se:ltu:diva-28271Local ID: 20426b80-8bdd-11dd-8c36-000ea68e967bISBN: 90-6191-514-7 (print)OAI: oai:DiVA.org:ltu-28271DiVA, id: diva2:1001466
Conference
International Symposium on Rock Bolting : 28/08/1983 - 02/09/1983
Note
Godkänd; 1984; 20080926 (ysko)Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2017-11-25Bibliographically approved

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Olofsson, Thomas

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  • Other locale
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Output format
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