| contributor author | Paul W. Mayne | |
| date accessioned | 2017-05-08T20:37:40Z | |
| date available | 2017-05-08T20:37:40Z | |
| date copyright | May 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9410%281995%29121%3A5%28448%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21656 | |
| description abstract | One aspect of the original Cam-clay model is that the derived undrained stress-strain curve can be expressed in closed form and used to determine a finite value of stiffness at ε= 0 that is equivalent to an undrained plastic modulus (or | |
| publisher | American Society of Civil Engineers | |
| title | Undrained Plastic Modulus from Original Cam Clay | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 5 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1995)121:5(448) | |
| tree | Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 005 | |
| contenttype | Fulltext | |
