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Back analysis of in situ stress at shallow depth using discontinuum numerical modeling - a case study at the Odenplan station in Stockholm, Sweden
Itasca .
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Soil and Rock Mechanics.ORCID iD: 0000-0002-8152-6092
2015 (Swedish)Conference paper (Refereed)
Place, publisher, year, edition, pages
ISRM Regional Symposium Eurock , 2015.
National Category
Geotechnical Engineering
URN: urn:nbn:se:kth:diva-184134OAI: diva2:914951
ISRM Regional Symposium Eurock 2015

QC 20160404

Available from: 2016-03-28 Created: 2016-03-28 Last updated: 2016-04-04Bibliographically approved

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Johansson, Fredrik
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Soil and Rock Mechanics
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