| contributor author | W. David Carrier III | |
| date accessioned | 2017-05-08T21:28:16Z | |
| date available | 2017-05-08T21:28:16Z | |
| date copyright | June 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%291090-0241%282005%29131%3A6%28804%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52722 | |
| description abstract | In general, the design of a buried flexible pipe is controlled by deflection rather than buckling. However, there are two situations in which buckling may control the design: (1) shallow cover with an internal vacuum pressure; and (2) shallow cover, submerged in deep water, with atmospheric internal pressure. In these cases, the standard short-term deflection criterion of 3% should be reduced sufficiently, in order to ensure that deflection controls the design. | |
| publisher | American Society of Civil Engineers | |
| title | Buckling versus Deflection of Buried Flexible Pipe | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 6 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2005)131:6(804) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 006 | |
| contenttype | Fulltext | |
