| contributor author | Amit Prashant | |
| contributor author | Dayakar Penumadu | |
| date accessioned | 2017-05-08T21:27:56Z | |
| date available | 2017-05-08T21:27:56Z | |
| date copyright | March 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%291090-0241%282004%29130%3A3%28284%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52473 | |
| description abstract | The influence of intermediate principal stress on the mechanical behavior of overconsolidated kaolin clay is investigated using three-dimensional true triaxial testing on cubical specimens. A flexible boundary, true triaxial setup with a real-time feedback control system was used to test soil specimens under stress and strain-control modes. Undrained tests on kaolin clay show that the following vary with intermediate principal stress: the stiffness at small strains, excess pore pressure generated during shear, and strength and strain to failure. Failure occurred at peak deviator stress followed by shear band formations and localized bulging. Prior theoretical formulations of bifurcation and undrained instability support these experimental observations. Analysis of data in the octahedral plane indicates that kaolin clay follows a nonassociative flow rule, which is described by a constant third stress invariant failure criterion with von Mises plastic potential surface. | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Intermediate Principal Stress on Overconsolidated Kaolin Clay | |
| type | Journal Paper | |
| journal volume | 130 | |
| journal issue | 3 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2004)130:3(284) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 003 | |
| contenttype | Fulltext | |
