| contributor author | Andrei V. Abelev | |
| contributor author | Poul V. Lade | |
| date accessioned | 2017-05-08T22:40:00Z | |
| date available | 2017-05-08T22:40:00Z | |
| date copyright | February 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%290733-9399%282003%29129%3A2%28160%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/85687 | |
| description abstract | The significance of material cross anisotropy in sands is underscored and experimentally evaluated in a series of true triaxial tests on Santa Monica beach sand in a cubical device. Failure patterns, initiation and development of shear banding, and complete stress–strain behavior are described for the entire range of the Lode angle under general three-dimensional loading conditions. Localized failure was found to govern the ultimate resistance of the sand for intermediate values of parameter | |
| publisher | American Society of Civil Engineers | |
| title | Effects of Cross Anisotropy on Three-Dimensional Behavior of Sand. I: Stress–Strain Behavior and Shear Banding | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 2 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(2003)129:2(160) | |
| tree | Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 002 | |
| contenttype | Fulltext | |
