| 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%28301%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52667 | |
| description abstract | This paper analyzes the results of a driven pile side shear setup (SSS) test program performed at the University of Florida and described in a companion paper. All pile segments showed SSS, with similar magnitudes in both cohesionless and cohesive soils, and irrespective of depth. Horizontal effective stresses increased after driving, but then stabilized as induced pore pressures dissipated. SSS continued long after pore pressure dissipation due to other aging effects. Pile load tests in all soil types, and standard penetration tests with torque measurement (SPT-T) in cohesive soils, confirmed the approximate semilog-linear time versus SSS behavior and the usefulness of the setup factor | |
| publisher | American Society of Civil Engineers | |
| title | Side Shear Setup. II: Results From Florida Test Piles | |
| 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(301) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 003 | |
| contenttype | Fulltext | |
