Triaxial relaxation testing of a frozen sand
作者： Branko Ladanyi , M.B. Benyamina
DOI: 10.1139/T95-052
关键词: Geotechnical engineering 、 Triaxial shear test 、 Stress relaxation 、 Compression (physics) 、 Materials science 、 Triaxial compression 、 Creep 、 Relaxation (physics) 、 Laboratory test 、 Stress relaxation test
摘要: The objective of this investigation was to evaluate the potential use laboratory stress relaxation test determine creep and strength properties frozen soils. This paper presents results a series step-loaded tests performed on Ottawa sand under triaxial compression conditions compares three different interpretation methods for deducing from parameters Key words : sand, test, relaxation, parameters.
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