Myofibrils 发表于 2025-3-26 21:27:47
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Guidelines for Free Spanning Pipelines: Outstanding Items and Technological Innovationsthrough the development of a unified approach for the determination of the occurrence and the effects of the hydroelastic vibrations and associated load conditions on the structural integrity of suspended spans of offshore pipelines. A key element in this work has been the use of the existing vast eCulpable 发表于 2025-3-27 09:50:53
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Remote Connection Systems for Subsea Pipeline Tie-Ins and Repairsers up to 48″ and with internal pressures in excess of 10,000 psi has been developed and is now rapidly gaining market acceptance..The Couplings have been designed to replace the more traditional methods of pipeline connection such as API/ANSI Flanges, clamp type connectors and even joining by weldiGLADE 发表于 2025-3-27 20:00:45
Rov Assisted Geotechnical Investigation of Trench Backfill Material Aids Design of the Tordis to Guluired for the analysis of upheaval buckling resistance within a back filled trench and to assess the effectiveness of the backfill material as a thermal insulator,.In order to make reliable predictions a comparable trenched section of the previously installed Snorre to Stratfjord pipeline was invest滔滔不绝的人 发表于 2025-3-27 22:36:44
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Hydrodynamic Excavation — Recent Experience in Pipeline and Cable De-Burial, Trenching and Backfilliersing the resulting suspension in a controlled manner using a downward flow of water. The process is generally most applicable to non cohesive soils such as cobbles, gravels, sands and course silts and is specific to the underwater environment. It’s advantages in underwater operations such as pipelFIR 发表于 2025-3-28 09:50:54
The Inertial Geometry Pigne. These changes typically include subsidence, freespanning, crushing of the pipe, and other instances of external damage, and have been assessed wherever possible, in conjunction with the original as laid condition of the line to provide for change monitoring. Structural deformation monitoring and格子架 发表于 2025-3-28 10:43:11
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