| contributor author | Quanyang | |
| contributor author | Dong | |
| contributor author | Changjie | |
| contributor author | Xu | |
| contributor author | Yuanqiang | |
| contributor author | Cai | |
| contributor author | Hsein | |
| contributor author | Juang | |
| contributor author | Jun | |
| contributor author | Wang | |
| contributor author | Zhongxuan | |
| contributor author | Yang | |
| contributor author | Chuan | |
| contributor author | Gu | |
| date accessioned | 2017-05-08T22:35:41Z | |
| date available | 2017-05-08T22:35:41Z | |
| date copyright | April 2016 | |
| date issued | 2016 | |
| identifier other | 51024485.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/83238 | |
| description abstract | The constant shear drained (CSD) test is considered an appropriate test to simulate the instability behavior of soils in slopes under water infiltration conditions or lateral stress relief. However, contradiction of the drained instability in loose granular material exists in the reported test results, which is considered because of the condition of constant deviatoric stress ( | |
| publisher | American Society of Civil Engineers | |
| title | Drained Instability in Loose Granular Material | |
| type | Journal Paper | |
| journal volume | 16 | |
| journal issue | 2 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000524 | |
| tree | International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 002 | |
| contenttype | Fulltext | |
