| contributor author | J. P. Bardet | |
| date accessioned | 2017-05-08T20:37:29Z | |
| date available | 2017-05-08T20:37:29Z | |
| date copyright | November 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9410%281995%29121%3A11%28755%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21557 | |
| description abstract | A constitutive model, based on the concept of scaled memory (SM), is presented to describe the undrained behavior of anisotropic clays subjected to generalized loadings. The SM capabilities that were previously established for one-dimensional cyclic responses are extended to six-dimensional monotonic loadings. SM is simpler than multiyield surface plasticity, and just as capable in modeling anisotropic behavior. The performance of the SM model is illustrated by simulating the stress-strain responses of | |
| publisher | American Society of Civil Engineers | |
| title | Scaled Memory Model for Undrained Behavior of Anisotropic Clays | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 11 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1995)121:11(755) | |
| tree | Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 011 | |
| contenttype | Fulltext | |
