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Cyclic strength and deformation of crushable carbonate sand

Hyodo, Masayuki ; Aramaki, Noritaka ; Itoh, Masayuki ; Hyde, Adrian F.L.

Soil dynamics and earthquake engineering (1984), 1996-07, Vol.15 (5), p.331-336 [Periódico revisado por pares]

Oxford: Elsevier Ltd

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Título:
Cyclic strength and deformation of crushable carbonate sand
Autor: Hyodo, Masayuki ; Aramaki, Noritaka ; Itoh, Masayuki ; Hyde, Adrian F.L.
Assuntos: carbonate sand ; confining stress ; cyclic loading ; Earth sciences ; Earth, ocean, space ; Engineering and environment geology. Geothermics ; Engineering geology ; Exact sciences and technology ; liquefaction initial shear stress ; Marine ; pore pressure ; shear strain ; triaxial tests
É parte de: Soil dynamics and earthquake engineering (1984), 1996-07, Vol.15 (5), p.331-336
Notas: ObjectType-Article-1
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Descrição: Cyclic triaxial tests have been carried out on a skeletal carbonate sand from the west coast of Eire. Results are presented for undrained cyclic shear tests on samples with 80% of relative density consolidated under both isotropic and anisotropic conditions. Failure was defined as a 5% double amplitude cyclic strain and a 5% peak axial strain for stress-reversal and non-reversal stress conditions, respectively. Using this definition the cyclic strength for isotropically consolidated samples was affected by the confining pressure although the angular platey nature of the sand resulted in higher cyclic strengths than for a comparable silica sand. For anisotropically consolidated samples the cyclic strength increased with increasing initial static shear stress while on the other hand the cyclic strength normalised in the usual way with respect to the initial confining pressure decreased as this pressure increased.
Editor: Oxford: Elsevier Ltd
Idioma: Inglês

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Cyclic strength and deformation of crushable carbonate sand

Hyodo, Masayuki ; Aramaki, Noritaka ; Itoh, Masayuki ; Hyde, Adrian F.L.

Oxford: Elsevier Ltd

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