| contributor author | Limin Zhang | |
| contributor author | Michael C. McVay | |
| contributor author | Peter Lai | |
| date accessioned | 2017-05-08T21:26:34Z | |
| date available | 2017-05-08T21:26:34Z | |
| date copyright | November 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%291090-0241%281999%29125%3A11%28936%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51643 | |
| description abstract | The coupled bridge foundation-superstructure finite-element code FLPIER was employed to predict the lateral response of the single piles and 3 × 3 to 7 × 3 pile groups founded in both loose and medium dense sands. The | |
| publisher | American Society of Civil Engineers | |
| title | Numerical Analysis of Laterally Loaded 3 × 3 to 7 × 3 Pile Groups in Sands | |
| type | Journal Paper | |
| journal volume | 125 | |
| journal issue | 11 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(1999)125:11(936) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 011 | |
| contenttype | Fulltext | |
