| contributor author | Edward A. Dickin | |
| contributor author | Chun F. Leung | |
| date accessioned | 2017-05-08T20:33:58Z | |
| date available | 2017-05-08T20:33:58Z | |
| date copyright | April 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9410%281985%29111%3A4%28500%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19749 | |
| description abstract | Design methods for vertical anchors subjected to horizontal pullout forces are reviewed. Theoretical predictions are compared with results from conventional tests on 2 in. (50 mm) models and centrifugal tests representing 39.4 (1 m) prototypes in dense sand. Good agreement is found between force coefficients from theories for 39.4 in. (1 m) anchors, provided a mobilized friction angle in the mass is used in the analyses. A lack of consistent agreement for 2 in. (50 mm) anchors is attributed to inherent difficulties in obtaining reliable data for small models at low stress levels. Anchor geometry is adequately accounted for by a theoretical shape factor derived by the writers. | |
| publisher | American Society of Civil Engineers | |
| title | Evaluation of Design Methods for Vertical Anchor Plates | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1985)111:4(500) | |
| tree | Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 004 | |
| contenttype | Fulltext | |
