| contributor author | Maosong Huang | |
| contributor author | Yanhua Liu | |
| contributor author | Zhenhao Shi | |
| date accessioned | 2022-02-01T21:53:40Z | |
| date available | 2022-02-01T21:53:40Z | |
| date issued | 10/1/2021 | |
| identifier other | %28ASCE%29GM.1943-5622.0002162.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4272241 | |
| description abstract | The mechanical response of natural clays can exhibit significant directional dependence due to loading history and layered soil structure. We report an experimental investigation of the stress–strain-strength response of undisturbed Shanghai clay subjected to undrained hollow cylinder shear that covers a wide range of principal stress rotation angles and intermediate principal stress ratios. The three-dimensional rotational hardening model proposed by Huang et al. ( | |
| publisher | ASCE | |
| title | Interpretation of Undrained Hollow Cylinder Shear on Natural Shanghai Soft Clay Using Three-Dimensional Constitutive Model | |
| type | Journal Paper | |
| journal volume | 21 | |
| journal issue | 10 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0002162 | |
| journal fristpage | 04021181-1 | |
| journal lastpage | 04021181-14 | |
| page | 14 | |
| tree | International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 010 | |
| contenttype | Fulltext | |
