| contributor author | Paul J. Bullock | |
| contributor author | John H. Schmertmann | |
| contributor author | Michael C. McVay | |
| contributor author | Frank C. Townsend | |
| date accessioned | 2017-05-08T21:28:10Z | |
| date available | 2017-05-08T21:28:10Z | |
| date copyright | March 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%291090-0241%282005%29131%3A3%28292%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52666 | |
| description abstract | The available literature indicates that pile side shear increases almost linearly with the logarithm of time elapsed after driving, sometimes described using a dimensionless setup factor. A test pile program conducted by the University of Florida measured side shear setup (SSS) for up to 4.7 years on five, | |
| publisher | American Society of Civil Engineers | |
| title | Side Shear Setup. I: Test Piles Driven in Florida | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 3 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2005)131:3(292) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 003 | |
| contenttype | Fulltext | |
