| contributor author | Li Jian-Zhong | |
| contributor author | Peng Fang-Le | |
| contributor author | Xu Lisheng | |
| date accessioned | 2017-05-08T21:32:07Z | |
| date available | 2017-05-08T21:32:07Z | |
| date copyright | March 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%291532-3641%282009%299%3A2%2843%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/55185 | |
| description abstract | One-dimensional viscous behavior of clay was evaluated by performing drained one-dimensional compression tests, and drained triaxial compression tests. In both types of tests, the strain rate was changed stepwise many times and creep tests were performed several times during otherwise monotonic primary loading, unloading, and reloading. The specimens were: (1) saturated specimens of undisturbed clays; (2) normally consolidated saturated clay specimens reconstituted by consolidating slurry of clay chips from undisturbed samples and clay powder; and (3) specimens prepared by compacting wet, air-dried, and oven-dried powder of several different clay types. One-dimensional viscous behavior, which can be described with | |
| publisher | American Society of Civil Engineers | |
| title | One-Dimensional Viscous Behavior of Clay and Its Constitutive Modeling | |
| type | Journal Paper | |
| journal volume | 9 | |
| journal issue | 2 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)1532-3641(2009)9:2(43) | |
| tree | International Journal of Geomechanics:;2009:;Volume ( 009 ):;issue: 002 | |
| contenttype | Fulltext | |