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 |
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Hauptverfasser: | , , , |
Format: | Artikel |
Sprache: | eng |
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