| contributor author | B. Govind Rao | |
| contributor author | Gopal Ranjan | |
| date accessioned | 2017-05-08T20:33:51Z | |
| date available | 2017-05-08T20:33:51Z | |
| date copyright | November 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9410%281985%29111%3A11%281264%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19684 | |
| description abstract | A method of computing settlement of foundations on weak subsoil deposits reinforced with granular piles is developed. Full‐scale in situ tests on skirted granular piles are carried out at four different sites consisting of loose/soft deposits. The settlement computations made by the proposed analytical procedure are compared with observed values from field tests where a good correlation is noted. | |
| publisher | American Society of Civil Engineers | |
| title | Settlement Analysis of Skirted Granular Piles | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 11 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1985)111:11(1264) | |
| tree | Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 011 | |
| contenttype | Fulltext | |
