| contributor author | Henry H. Chang | |
| contributor author | Jorge Ford | |
| date accessioned | 2017-05-08T21:01:59Z | |
| date available | 2017-05-08T21:01:59Z | |
| date copyright | November 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-947x%281983%29109%3A6%28853%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/36125 | |
| description abstract | A rationalized method utilizing the theory of wave refraction and soil liquefaction is presented for the analysis and design of a pipeline shoreapproach. The bending of wave train due to bottom contours near shore and the liquefaction of marine soil during storm conditions are addressed as the basis of the pipeline stability analysis. Major decisions regarding pipe burial, installation method, weight coating, construction scheduling and cost effectiveness are closely related to the final design of the pipeline. | |
| publisher | American Society of Civil Engineers | |
| title | Pipeline Shore Approach: Analysis and Design | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 6 | |
| journal title | Journal of Transportation Engineering, Part A: Systems | |
| identifier doi | 10.1061/(ASCE)0733-947X(1983)109:6(853) | |
| tree | Journal of Transportation Engineering, Part A: Systems:;1983:;Volume ( 109 ):;issue: 006 | |
| contenttype | Fulltext | |
