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Large-scale shear box tests to determine rockfill parameters
Sweco Energuide.
Sweco Energuide.
Sweco Energuide.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Mining and Geotechnical Engineering.ORCID iD: 0000-0002-2631-3502
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2016 (English)In: Association of State Dam Safety Officials Annual Conference 2016: Dam Safety 2016, Lexington, Kentucky: Association of State Dam Safety Officials , 2016, Vol. 2, p. 828-845Conference paper, Published paper (Refereed)
Abstract [en]

A 160 (525 ft) m high asphalt concrete core rockfill dam is developed in an area of very high seismicity in Cetin, Turkey. Topographical constraints of the dam footprint impose a steep outer geometry of the dam, requiring the geotechnical properties of the rockfill to comply with certain minimum limits. Test blasting in a potential quarry and rockfill rolling compaction trials suggest that the tested gneiss/schist rock material to a large extent is weathered and weak. The friction angle of the rockfill is a decisive parameter for both the static and dynamic stability of the dam slopes and especially for the deformation of the dam crest due to strong earthquakes. The suggested rock fill material has therefore undergone detailed testing. To this end, large-scale shear tests with a 1000 mm diameter sample cylinder have been carried out at the Luleå Technical University in Sweden.

Place, publisher, year, edition, pages
Lexington, Kentucky: Association of State Dam Safety Officials , 2016. Vol. 2, p. 828-845
National Category
Geotechnical Engineering
Research subject
Soil Mechanics
Identifiers
URN: urn:nbn:se:ltu:diva-65084Scopus ID: 2-s2.0-85026344581ISBN: 9781510830752 (print)OAI: oai:DiVA.org:ltu-65084DiVA, id: diva2:1131658
Conference
Association of State Dam Safety Officials Annual Conference 2016, Dam Safety 2016, Philadelphia, United States, 11-14 September 2016
Available from: 2017-08-15 Created: 2017-08-15 Last updated: 2018-05-28Bibliographically approved

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Jia, QiLaue, Jan

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CiteExportLink to record
Permanent link

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Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf