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A comparison between the represenatative volume for circular excavations and rectangular rock mass samples
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Soil and Rock Mechanics.
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Soil and Rock Mechanics.ORCID iD: 0000-0002-8152-6092
(English)In: Rock Mechanics and Rock Engineering, ISSN 0723-2632, E-ISSN 1434-453XArticle in journal (Other academic) Submitted
National Category
Geotechnical Engineering
Identifiers
URN: urn:nbn:se:kth:diva-144584OAI: oai:DiVA.org:kth-144584DiVA: diva2:714150
Note

QS 2014

Available from: 2014-04-25 Created: 2014-04-25 Last updated: 2017-12-05Bibliographically approved
In thesis
1. The Use of the Continuity Factor as a Tool to Represent Representative Elementary Volume in Rock Engineering Design
Open this publication in new window or tab >>The Use of the Continuity Factor as a Tool to Represent Representative Elementary Volume in Rock Engineering Design
2014 (English)Licentiate thesis, comprehensive summary (Other academic)
Place, publisher, year, edition, pages
Stockholm: KTH Royal Institute of Technology, 2014
Series
TRITA-JOB. LIC, ISSN 1650-951X ; 2025
Keyword
rock mass, scale effect, representative elementary volume, continuity factor
National Category
Geotechnical Engineering
Research subject
Civil and Architectural Engineering
Identifiers
urn:nbn:se:kth:diva-144591 (URN)
Presentation
2014-05-16, Sal B1, Brinellvägen 23, entreplan, KTH, Stockholm, 15:36 (English)
Opponent
Supervisors
Note

QC 20140428

Available from: 2014-04-28 Created: 2014-04-25 Last updated: 2014-04-28Bibliographically approved

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Johansson, Fredrik

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