| contributor author | Li-Zhong | |
| contributor author | Wang | |
| contributor author | Zhen-Yu | |
| contributor author | Yin | |
| date accessioned | 2017-05-08T21:45:42Z | |
| date available | 2017-05-08T21:45:42Z | |
| date copyright | October 2015 | |
| date issued | 2015 | |
| identifier other | %28asce%29gm%2E1943-5622%2E0000284.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61673 | |
| description abstract | The stress–dilatancy relationship is a key point to capture the evolution of both strains and excess pore pressure during an undrained creep of natural soft clay. This paper focuses on investigating the stress dilatancy of natural soft clay during an undrained creep. Undrained triaxial creep tests are performed on | |
| publisher | American Society of Civil Engineers | |
| title | Stress Dilatancy of Natural Soft Clay under an Undrained Creep Condition | |
| type | Journal Paper | |
| journal volume | 15 | |
| journal issue | 5 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000271 | |
| tree | International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 005 | |
| contenttype | Fulltext | |
