| contributor author | Han Lin | |
| contributor author | Amit Prashant | |
| contributor author | Dayakar Penumadu | |
| date accessioned | 2017-05-08T21:31:53Z | |
| date available | 2017-05-08T21:31:53Z | |
| date copyright | January 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291532-3641%282006%296%3A1%2855%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/55034 | |
| description abstract | The effect of principal stress rotation on the mechanical behavior of Kaolin clay is investigated using combined axial-torsional tests on hollow cylindrical specimens. The yielding behavior and failure criteria are found to be strongly dependent on the principal stress rotation angle | |
| publisher | American Society of Civil Engineers | |
| title | Single Hardening Elasto-Plastic Model for Kaolin Clay with Loading-History-Dependent Plastic Potential Function | |
| type | Journal Paper | |
| journal volume | 6 | |
| journal issue | 1 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)1532-3641(2006)6:1(55) | |
| tree | International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 001 | |
| contenttype | Fulltext | |