| contributor author | Todd W. Dunnavant | |
| contributor author | Michael W. O'Neill | |
| date accessioned | 2017-05-08T20:35:09Z | |
| date available | 2017-05-08T20:35:09Z | |
| date copyright | January 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9410%281989%29115%3A1%2895%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20360 | |
| description abstract | A series of full‐scale, cyclic, lateral load tests on instrumented piles of varying diameter at a test site in submerged, overconsolidated clay is described. A | |
| publisher | American Society of Civil Engineers | |
| title | Experimental p‐y Model for Submerged, Stiff Clay | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 1 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1989)115:1(95) | |
| tree | Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 001 | |
| contenttype | Fulltext | |