| contributor author | Michael O'Rourke | |
| contributor author | Mushtaq A. Nasim | |
| date accessioned | 2017-05-08T20:34:38Z | |
| date available | 2017-05-08T20:34:38Z | |
| date copyright | May 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9410%281987%29113%3A5%28520%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20085 | |
| description abstract | The static horizontal stiffness of pile foundations, for which there is continuous contact between the bottom of the pile cap and the underlying soil, is studied. Finite element results for a single pile with a circular pile cap on a uniform soil layer over bedrock are presented. An approximate procedure that uses analytical relations for the horizontal stiffness of the cap in conjunction with a modified beam-on-elastic foundation model for the piles is shown to yield reasonably accurate results. | |
| publisher | American Society of Civil Engineers | |
| title | Lateral Stiffness of Contact Pile Foundations | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 5 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1987)113:5(520) | |
| tree | Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 005 | |
| contenttype | Fulltext | |