| contributor author | George Z. Voyiadjis | |
| contributor author | Chung R. Song | |
| date accessioned | 2017-05-08T21:31:46Z | |
| date available | 2017-05-08T21:31:46Z | |
| date copyright | December 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%291532-3641%282003%293%3A2%28217%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54946 | |
| description abstract | An elastoplastic, finite-strain, coupled theory of mixtures in an updated Lagrangian reference frame is applied to the piezocone penetration test to estimate the hydraulic conductivity of the soil via analysis of the steady-state excess pore pressure generated during piezocone penetration. The results of this approach were compared with piezocone penetration test data. It showed that reliable hydraulic conductivities can be estimated conveniently without performing pore pressure dissipation tests. This study also shows that the change in the dimensionless excess pore pressure (excess pore pressure is normalized by the effective overburden pressure) at the cone tip is almost constant when the dimensionless hydraulic conductivity (hydraulic conductivity is normalized by the penetration speed and cone radius, hereafter called DLHC) is less than | |
| publisher | American Society of Civil Engineers | |
| title | Determination of Hydraulic Conductivity Using Piezocone Penetration Test | |
| type | Journal Paper | |
| journal volume | 3 | |
| journal issue | 2 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)1532-3641(2003)3:2(217) | |
| tree | International Journal of Geomechanics:;2003:;Volume ( 003 ):;issue: 002 | |
| contenttype | Fulltext | |
