| contributor author | Anil Misra | |
| contributor author | Lance A. Roberts | |
| contributor author | Rajesh Oberoi | |
| contributor author | C.-H. Chen | |
| date accessioned | 2017-05-08T21:28:57Z | |
| date available | 2017-05-08T21:28:57Z | |
| date copyright | August 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%291090-0241%282007%29133%3A8%281017%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/53188 | |
| description abstract | Micropiles are applied in foundation rehabilitation projects to enhance the pullout capacity of the existing foundation system and minimize the vertical deflection of the structures. Consequently, the methods to calculate the pullout load–displacement behavior are important for the design of micropiles used for such rehabilitation projects. Production pullout load tests were performed on approximately 120 micropiles used for seismic retrofitting of the 580/980/24 freeway interchange in Oakland, Calif. These micropiles were required to satisfy the serviceability design capacity at a maximum deflection of | |
| publisher | American Society of Civil Engineers | |
| title | Uncertainty Analysis of Micropile Pullout Based upon Load Test Results | |
| type | Journal Paper | |
| journal volume | 133 | |
| journal issue | 8 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2007)133:8(1017) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 008 | |
| contenttype | Fulltext | |
