Difference between Load-Transfer Relationships for Laterally Loaded Pile Groups: Active <b><i>p</i></b> - <b><i>y</i></b> or Passive <b><i>p</i></b> -δSource: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 012Author:M. F. Bransby
DOI: 10.1061/(ASCE)0733-9410(1996)122:12(1015)Publisher: American Society of Civil Engineers
Abstract: Two-dimensional (2D) finite-element analyses were carried out to study undrained soil deformation around piles displaced laterally through soil. The load-transfer
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| contributor author | M. F. Bransby | |
| date accessioned | 2017-05-08T20:37:55Z | |
| date available | 2017-05-08T20:37:55Z | |
| date copyright | December 1996 | |
| date issued | 1996 | |
| identifier other | %28asce%290733-9410%281996%29122%3A12%281015%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21779 | |
| description abstract | Two-dimensional (2D) finite-element analyses were carried out to study undrained soil deformation around piles displaced laterally through soil. The load-transfer | |
| publisher | American Society of Civil Engineers | |
| title | Difference between Load-Transfer Relationships for Laterally Loaded Pile Groups: Active p - y or Passive p -δ | |
| type | Journal Paper | |
| journal volume | 122 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1996)122:12(1015) | |
| tree | Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 012 | |
| contenttype | Fulltext |