| contributor author | Abouzar | |
| contributor author | Sadrekarimi | |
| contributor author | Scott M. | |
| contributor author | Olson | |
| date accessioned | 2017-05-08T21:48:21Z | |
| date available | 2017-05-08T21:48:21Z | |
| date copyright | April 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29he%2E1943-5584%2E0000010.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62872 | |
| description abstract | The uniqueness and form of the critical state line for sands have been widely debated in the literature when particles crush. In this paper, the large-displacement behaviors of two clean sands and a silty sand are studied using ring shear and triaxial compression shear tests. Significant particle damage occurred in the shear bands of the ring shear tests. At very large shear displacements ( | |
| publisher | American Society of Civil Engineers | |
| title | Residual State of Sands | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0001054 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 004 | |
| contenttype | Fulltext | |
