原文传递
RELATING FAILURE TESTS PERFORMED IN HOLLOW CYLINDER APPARATUS TO INHERENT ANISOTROPY.
| 题名： | RELATING FAILURE TESTS PERFORMED IN HOLLOW CYLINDER APPARATUS TO INHERENT ANISOTROPY. |
| 作者： | Richardson-IR; Chapman-DN; Brown-S |
| 关键词： | FINE-GRAINED-SOILS; SANDS-; SOIL-TESTS; HOLLOW-CYLINDER-APPARATUS; FAILURE-ANALYSIS; ANISOTROPY-; SOIL-SAMPLING; IMAGE-PROCESSING; PARTICLES-; ORIENTATION-; SHEAR-STRENGTH |
| 摘要： | Described are failure tests performed on a fine-grained Leighton Buzzard sand in the Nottingham hollow cylinder apparatus. These tests were conducted to characterize the inherent anisotropy of the material formed during the sample preparation procedure. An image analysis procedure for determining preferred particle orientation is introduced and its derivation discussed. An attempt is subsequently made to relate the statistically significant preferred orientation to the anisotropic shear strength properties of the Leighton Buzzard sand. |
| 总页数： | Transportation Research Record. 1996. (1526) pp149-156 (12 Fig., 23 Ref.) |
| 报告类型： | 科技报告 |
相关文献
- INFLUENCES ON PERMANENT DEFORMATION BEHAVIOR OF UNBOUND GRANULAR MATERIALS.
- Testing of Unbound Materials in the Nottingham Asphalt Tester Springbox.
- Use of non-quadratic yield surfaces in design of optimal deep-draw blank geometry
- In-Plane Electronic Anisotropy of Underdoped 122 - Fe-Arsenide Superconductors Revealed by Measurements of Detwinned Single Crystals
- SUMMARY REPORT ON PERMANENT DEFORMATION IN ASPHALT CONCRETE.
- AUTOMATIC STRESS PATH CONTROL SYSTEM FOR HOLLOW CYLINDER TORSIONAL TESTING OF SOILS.
检索历史
应用推荐
