| contributor author | Xianjing | |
| contributor author | Kong | |
| contributor author | Jingmao | |
| contributor author | Liu | |
| contributor author | Degao | |
| contributor author | Zou | |
| contributor author | Huabei | |
| contributor author | Liu | |
| date accessioned | 2017-05-08T22:33:29Z | |
| date available | 2017-05-08T22:33:29Z | |
| date copyright | August 2016 | |
| date issued | 2016 | |
| identifier other | 49639948.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/82576 | |
| description abstract | In this study, cyclic triaxial tests were performed on Zipingpu gravel, and they were followed by a discrete element study that was designed to investigate the stress-dilatancy relationship of gravelly soils under cyclic loading in triaxial stress states. Several conclusions emerged from the results. (1) A nearly linear relationship was found between the stress ratio | |
| publisher | American Society of Civil Engineers | |
| title | Stress-Dilatancy Relationship of Zipingpu Gravel under Cyclic Loading in Triaxial Stress States | |
| type | Journal Paper | |
| journal volume | 16 | |
| journal issue | 4 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000584 | |
| tree | International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 004 | |
| contenttype | Fulltext | |
