| contributor author | Pedro F. Ruesta | |
| contributor author | Frank C. Townsend | |
| date accessioned | 2017-05-08T21:26:00Z | |
| date available | 2017-05-08T21:26:00Z | |
| date copyright | December 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%291090-0241%281997%29123%3A12%281153%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51280 | |
| description abstract | An isolated single pile and a large-scale test group of 16 prestressed concrete piles spaced at 3 diameters were subjected to a static lateral loading using a fixed-headed production group for reaction. The foundation consisted of sand overlying a partially cemented sand at the Roosevelt Bridge replacement, Stuart, Fla. Ten piles of the test group, six piles of the reaction group, and a single pile were instrumented with strain gauges and inclinometers. The piles were 76 cm | |
| publisher | American Society of Civil Engineers | |
| title | Evaluation of Laterally Loaded Pile Group at Roosevelt Bridge | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(1997)123:12(1153) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 012 | |
| contenttype | Fulltext | |
