| contributor author | Yang | |
| contributor author | Xiao | |
| contributor author | Hanlong | |
| contributor author | Liu | |
| contributor author | Yumin | |
| contributor author | Chen | |
| contributor author | Jingshan | |
| contributor author | Jiang | |
| contributor author | Wengang | |
| contributor author | Zhang | |
| date accessioned | 2017-05-08T22:05:52Z | |
| date available | 2017-05-08T22:05:52Z | |
| date copyright | October 2015 | |
| date issued | 2015 | |
| identifier other | 25548331.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/71253 | |
| description abstract | A series of large-scale triaxial compression tests on Tacheng rockfill material (TRM) showed that the dilatancy and stress-strain behaviors were significantly influenced by density and pressure. The critical state friction angle of TRM decreased with an increase in the initial confining pressure. In addition, the critical state line of this material in the | |
| publisher | American Society of Civil Engineers | |
| title | State-Dependent Constitutive Model for Rockfill Materials | |
| type | Journal Paper | |
| journal volume | 15 | |
| journal issue | 5 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000421 | |
| tree | International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 005 | |
| contenttype | Fulltext | |
