| contributor author | Edward A. Dickin | |
| contributor author | Ramli bin Nazir | |
| date accessioned | 2017-05-08T21:26:29Z | |
| date available | 2017-05-08T21:26:29Z | |
| date copyright | January 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%291090-0241%281999%29125%3A1%281%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51593 | |
| description abstract | Centrifuge and conventional model studies in which short pile foundations were subjected to large overturning moments are reported. The centrifuge tests were carried out on small model piles with lengths ranging from 40 to 100 mm and diameters from 20 to 50 mm embedded in dense and loose cohesionless soil. Lateral pull was applied at levels between 40 and 320 mm above the ground surface. Tests were performed at accelerations between 12 and 50 | |
| publisher | American Society of Civil Engineers | |
| title | Moment-Carrying Capacity of Short Pile Foundations in Cohesionless Soil | |
| type | Journal Paper | |
| journal volume | 125 | |
| journal issue | 1 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(1999)125:1(1) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 001 | |
| contenttype | Fulltext | |
