| contributor author | Nina M. | |
| contributor author | Rodriguez | |
| contributor author | Poul V. | |
| contributor author | Lade | |
| date accessioned | 2017-05-08T21:44:15Z | |
| date available | 2017-05-08T21:44:15Z | |
| date copyright | November 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29em%2E1943-7889%2E0000604.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61087 | |
| description abstract | An experimental program consisting of triaxial compression tests and torsion shear tests was designed and carried out to study the variation of shear strength in cross-anisotropic deposits of fine Nevada sand under two- and three-dimensional (3D) conditions using triaxial compression and a recently developed torsion shear apparatus. Triaxial compression tests were performed on vertical and horizontal specimens with cross-anisotropic fabric to obtain the shear strength and its variation with mean normal stress and with testing direction. The results formed the basis for characterizing the variation of curvature in meridian planes with mean normal stress. Furthermore, 44 drained torsion shear tests were performed at constant mean confining stress | |
| publisher | American Society of Civil Engineers | |
| title | Effects of Principal Stress Directions and Mean Normal Stress on Failure Criterion for Cross-Anisotropic Sand | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 11 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)EM.1943-7889.0000595 | |
| tree | Journal of Engineering Mechanics:;2013:;Volume ( 139 ):;issue: 011 | |
| contenttype | Fulltext | |
