| contributor author | V. S. | |
| contributor author | Phanikanth | |
| contributor author | Deepankar | |
| contributor author | Choudhury | |
| contributor author | G. R. | |
| contributor author | Reddy | |
| date accessioned | 2017-05-08T21:45:35Z | |
| date available | 2017-05-08T21:45:35Z | |
| date copyright | August 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29gm%2E1943-5622%2E0000237.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61627 | |
| description abstract | Analysis of pile foundations for earthquake loads requires the consideration of inertial loads that result from the soil-pile-superstructure interaction, as well as the evaluation of kinematic interactions that result from the movement of the surrounding soil and the pile. Such soil-pile interaction analyses must consider the stiffness degradation that results from earthquake loading. In the current study, the soil-pile interaction analysis considers stiffness degradation effects for a range of earthquakes with different amplitudes [maximum horizontal acceleration (MHA)], mean time periods, and different durations of earthquakes. Effects of both kinematic and inertial interactions are evaluated using a seismic-deformation method. A computer program was developed using | |
| publisher | American Society of Civil Engineers | |
| title | Behavior of Single Pile in Liquefied Deposits during Earthquakes | |
| type | Journal Paper | |
| journal volume | 13 | |
| journal issue | 4 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000224 | |
| tree | International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 004 | |
| contenttype | Fulltext | |