| contributor author | B. K. Dash | |
| contributor author | P. J. Pise | |
| date accessioned | 2017-05-08T21:27:36Z | |
| date available | 2017-05-08T21:27:36Z | |
| date copyright | November 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%291090-0241%282003%29129%3A11%28987%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52276 | |
| description abstract | Thirty six tests on model tubular steel piles embedded in sand were carried out in the laboratory to assess the effects of compressive load on uplift capacity of piles considering various parameters. The model piles were of 25 mm outside diameter and 2 mm wall thickness. The soil–pile friction angles were 21 and | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Compressive Load on Uplift Capacity of Model Piles | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 11 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2003)129:11(987) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 011 | |
| contenttype | Fulltext | |
