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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: Statens geotekniska institut, 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 and Engineering Geology
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 Last updated: 2025-09-04

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Geotechnical Engineering and Engineering Geology

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