Assessment of test data for selection of 3-D failure criterion for sand
Data from three‐dimensional experiments performed on sand in true triaxial equipment have been reviewed to sort out apparent disarray resulting from their interpretation. This has been done based on analyses made possible by recent developments and understanding of factors influencing sand behaviour...
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| Veröffentlicht in: | International journal for numerical and analytical methods in geomechanics Jg. 30; H. 4; S. 307 - 333 |
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| Format: | Journal Article |
| Sprache: | Englisch |
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Chichester, UK
John Wiley & Sons, Ltd
10.04.2006
Wiley |
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| ISSN: | 0363-9061, 1096-9853 |
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| Abstract | Data from three‐dimensional experiments performed on sand in true triaxial equipment have been reviewed to sort out apparent disarray resulting from their interpretation. This has been done based on analyses made possible by recent developments and understanding of factors influencing sand behaviour: occurrence of shear banding, boundary conditions and/or specimen slenderness ratio, cross‐anisotropy, and stability of experimental technique. These factors are reviewed and test data from the literature are evaluated. Experimental data are divided into three groups in which: (a) homogeneous behaviour controls the sand strength; (b) shear banding affects the shape of the three‐dimensional failure surface in the midrange of values of b=(σ2−σ3)/(σ1−σ3), and (c) the data has been misinterpreted. Appropriate interpretation of three‐dimensional strength data for sand exhibiting isotropic, homogeneous behaviour is represented by a smoothly rounded triangular failure surface expressible in terms of the first and third stress invariants. Shear banding effects will cause the failure surface to be ‘indented’ in the midrange of b‐values in all sectors of the octahedral plane. Effects of cross‐anisotropy will result in lower strengths in sector III than in sector I of the octahedral plane, and the failure surface will appear as rotated around the stress origin in principal stress space. Copyright © 2005 John Wiley & Sons, Ltd. |
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| AbstractList | Data from three‐dimensional experiments performed on sand in true triaxial equipment have been reviewed to sort out apparent disarray resulting from their interpretation. This has been done based on analyses made possible by recent developments and understanding of factors influencing sand behaviour: occurrence of shear banding, boundary conditions and/or specimen slenderness ratio, cross‐anisotropy, and stability of experimental technique. These factors are reviewed and test data from the literature are evaluated. Experimental data are divided into three groups in which: (a) homogeneous behaviour controls the sand strength; (b) shear banding affects the shape of the three‐dimensional failure surface in the midrange of values of b=(σ2−σ3)/(σ1−σ3), and (c) the data has been misinterpreted. Appropriate interpretation of three‐dimensional strength data for sand exhibiting isotropic, homogeneous behaviour is represented by a smoothly rounded triangular failure surface expressible in terms of the first and third stress invariants. Shear banding effects will cause the failure surface to be ‘indented’ in the midrange of b‐values in all sectors of the octahedral plane. Effects of cross‐anisotropy will result in lower strengths in sector III than in sector I of the octahedral plane, and the failure surface will appear as rotated around the stress origin in principal stress space. Copyright © 2005 John Wiley & Sons, Ltd. Data from three-dimensional experiments performed on sand in true triaxial equipment have been reviewed to sort out apparent disarray resulting from their interpretation. This has been done based on analyses made possible by recent developments and understanding of factors influencing sand behaviour: occurrence of shear banding, boundary conditions and/or specimen slenderness ratio, cross-anisotropy, and stability of experimental technique. These factors are reviewed and test data from the literature are evaluated. Experimental data are divided into three groups in which: (a) homogeneous behaviour controls the sand strength; (b) shear banding affects the shape of the three-dimensional failure surface in the midrange of values of b=(2-3)/(1-3), and (c) the data has been misinterpreted. Appropriate interpretation of three-dimensional strength data for sand exhibiting isotropic, homogeneous behaviour is represented by a smoothly rounded triangular failure surface expressible in terms of the first and third stress invariants. Shear banding effects will cause the failure surface to be indented in the midrange of b-values in all sectors of the octahedral plane. Effects of cross-anisotropy will result in lower strengths in sector III than in sector I of the octahedral plane, and the failure surface will appear as rotated around the stress origin in principal stress space. |
| Author | Lade, Poul V. |
| Author_xml | – sequence: 1 givenname: Poul V. surname: Lade fullname: Lade, Poul V. email: lade@cua.edu organization: Department of Civil Engineering, The Catholic University of America, Washington, DC 20064, U.S.A |
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| Keywords | failure criterion Sand Stability Stress strain relation cross-anisotropy true triaxial tests Shear strength Triaxial test Experimental study Three dimensional model Experimental result shear banding Anisotropy Failure analysis Soil test Slenderness ratio Numerical simulation Shear band |
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| Snippet | Data from three‐dimensional experiments performed on sand in true triaxial equipment have been reviewed to sort out apparent disarray resulting from their... Data from three-dimensional experiments performed on sand in true triaxial equipment have been reviewed to sort out apparent disarray resulting from their... |
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| SubjectTerms | Applied sciences Buildings. Public works cross-anisotropy Exact sciences and technology failure criterion Geotechnics sand shear banding shear strength Soil investigations. Testing true triaxial tests |
| Title | Assessment of test data for selection of 3-D failure criterion for sand |
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