Shear modulus and cyclic undrained behavior of sands

The results are summarized of laboratory experiments performed to investigate the effects that factors such as fabric, anisotropic consolidation, and stress-strain history have on the shear modulus at very small strains, on the drained modulus degradation curve, and on the cyclic undrained shear str...

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Veröffentlicht in:Soils and foundations 1989-12, Vol.29 (4), p.105-119
Hauptverfasser: ALARCON-GUZMAN, A, CHAMEAU, J.L, LEONARDS, G.A, FROST, J.D
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Sprache:eng
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