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Geotechnical properties of clay at elevated temperatures
Responsible organisation
1995 (English)Report (Other academic)
Abstract [en]

(1) Previous studies; (2) Soil material studied; (3) Triaxial compression tests; (4) Results of triaxial tests; (5) CRS tests; (6) Results of CRS tests; (7) The experimental field; (8) Comparisons and discussion; Appendices: (1) Properties and results from triaxial tests; (2) Values on the parameters alfa(s) and beta(s) for secondary consolidation, taken from SGI Information 13

Place, publisher, year, edition, pages
Linköping, 1995. , p. 69
Series
SGI Report, ISSN 0348-0755 ; 47
Keywords [en]
Clay, Heat, Temperature effect, Settlement, Pore pressure, Shear strength, Preconsolidation, Triaxial test, Consolidation test, Strain rate, Field test, Testfield, Laboratory test, Linköping, Sweden, English
National Category
Geotechnical Engineering
Identifiers
URN: urn:nbn:se:swedgeo:diva-209Local ID: 000043951OAI: oai:DiVA.org:swedgeo-209DiVA, id: diva2:1299974
Available from: 2019-03-28 Created: 2019-03-28

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Geotechnical Engineering

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CiteExportLink to record
Permanent link

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Citation style
  • apa
  • harvard1
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More styles
Language
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  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
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Output format
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  • asciidoc
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