| contributor author | Fuping Gao | |
| contributor author | Dong-Sheng Jeng | |
| contributor author | Yingxiang Wu | |
| date accessioned | 2017-05-08T21:04:52Z | |
| date available | 2017-05-08T21:04:52Z | |
| date copyright | July 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%290733-947x%282006%29132%3A7%28590%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/37901 | |
| description abstract | The existing Det Norske Veritas (DNV) Recommended Practice RP E305 for pipeline on-bottom stability is mainly based on the pipe–soil interaction model reported by Wagner et al. in 1987, and the wake model reported by Lambrakos et al. in 1987, to calculate the soil resistance and the hydrodynamic forces upon pipeline, respectively. Unlike the methods in the DNV Practice, in this paper, an improved analysis method is proposed for the on-bottom stability of a submarine pipeline, which is based on the relationships between | |
| publisher | American Society of Civil Engineers | |
| title | Improved Analysis Method for Wave-Induced Pipeline Stability on Sandy Seabed | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 7 | |
| journal title | Journal of Transportation Engineering, Part A: Systems | |
| identifier doi | 10.1061/(ASCE)0733-947X(2006)132:7(590) | |
| tree | Journal of Transportation Engineering, Part A: Systems:;2006:;Volume ( 132 ):;issue: 007 | |
| contenttype | Fulltext | |
