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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| container_end_page | 119 |
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| container_issue | 4 |
| container_start_page | 105 |
| container_title | Soils and foundations |
| container_volume | 29 |
| creator | ALARCON-GUZMAN, A CHAMEAU, J.L LEONARDS, G.A FROST, J.D |
| description | 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 strength of sands. Based on the findings, the limitations involved in the use of the shear modulus at very small strains and the shear modulus at larger strains are discussed. |
| doi_str_mv | 10.3208/sandf1972.29.4_105 |
| format | Article |
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| fulltext | fulltext |
| identifier | ISSN: 0038-0806 |
| ispartof | Soils and foundations, 1989-12, Vol.29 (4), p.105-119 |
| issn | 0038-0806 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_22063446 |
| source | Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals; Freely Accessible Japanese Titles |
| subjects | Earth sciences Earth, ocean, space Engineering and environment geology. Geothermics Engineering geology Exact sciences and technology Physical properties of sedimentary rocks Sedimentary rocks Soils Surficial geology |
| title | Shear modulus and cyclic undrained behavior of sands |
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