| contributor author | Poul V. | |
| contributor author | Lade | |
| contributor author | Nina M. | |
| contributor author | Rodriguez | |
| contributor author | Eugene J. | |
| contributor author | Van Dyck | |
| date accessioned | 2017-05-08T21:48:15Z | |
| date available | 2017-05-08T21:48:15Z | |
| date copyright | February 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0001023.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62824 | |
| description abstract | An experimental program was carried out to study the variation of shear strength of cross-anisotropic deposits of fine Nevada sand under three-dimensional (3D) conditions using a recently developed torsion shear apparatus. A total of 44 drained torsion shear tests were performed at a constant mean confining stress, | |
| publisher | American Society of Civil Engineers | |
| title | Effects of Principal Stress Directions on 3D Failure Conditions in Cross-Anisotropic Sand | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 2 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0001005 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 002 | |
| contenttype | Fulltext | |
