| contributor author | Han C. Wu | |
| contributor author | M. R. Aboutorabi | |
| date accessioned | 2017-05-08T20:34:51Z | |
| date available | 2017-05-08T20:34:51Z | |
| date copyright | January 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-9410%281988%29114%3A1%2893%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20201 | |
| description abstract | The endochronic constitutive equations developed previously by the writers for the description of sand behavior in true triaxial tests are applied to predict the behavior of Ottawa sand with a circular stress path in the deviatoric stress plane. Predictions by other investigators on the set of data obtained from this stress path are generally poor, and do not even show a qualitative agreement between theories and experiment. It is shown here that the endochronic constitutive equations do lead to reasonable results for this stress path. | |
| publisher | American Society of Civil Engineers | |
| title | Endochronic Model of Sand with Circular Stress Path | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 1 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1988)114:1(93) | |
| tree | Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 001 | |
| contenttype | Fulltext | |
