| contributor author | Joseph E. Bowles | |
| date accessioned | 2017-05-08T20:34:44Z | |
| date available | 2017-05-08T20:34:44Z | |
| date copyright | August 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9410%281987%29113%3A8%28846%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20138 | |
| description abstract | A method for computing the elastic settlement of a foundation on a sand deposit using the conventional elastic settlement, but adjusting the settlement influence factor as computed by Steinbrenner to a reduced influence depth is proposed. The reduced influence depth is based on observations of strain profiles and the Boussinesq stress profile. It is suggested this reduced influence depth be taken as a maximum of 5B but not more than the stratum depth. A number of settlement cases are examined using this procedure and empirical equations for the stress‐strain modulus | |
| publisher | American Society of Civil Engineers | |
| title | Elastic Foundation Settlements on Sand Deposits | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 8 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1987)113:8(846) | |
| tree | Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 008 | |
| contenttype | Fulltext | |
