| contributor author | Paul R. Dawson | |
| contributor author | Joel Lipkin | |
| contributor author | Herrick S. Lauson | |
| date accessioned | 2017-05-08T22:11:42Z | |
| date available | 2017-05-08T22:11:42Z | |
| date copyright | January 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9399%281985%29111%3A1%2842%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/73219 | |
| description abstract | A state variable constitutive model for the volumetric creep behavior of fine‐grained marine clay is presented. The form of the model is motivated by laboratory data for undisturbed illite. Model parameters are evaluated by least squares methods using data from single‐step and double‐step loading conditions. The model is implemented in a saturated, creeping, porous media finite element code and is used to simulate the volumetric deformations of clay under laboratory conditions. | |
| publisher | American Society of Civil Engineers | |
| title | State Variable Model for Volumetric Creep of Clay | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 1 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1985)111:1(42) | |
| tree | Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 001 | |
| contenttype | Fulltext | |
