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STAMUKHA LOADING CASES FOR PIPELINES IN THE CASPIAN SEA

机译:斯坦克在里海管道装载案例

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摘要

Ice surveys conducted in the Caspian Sea for the Kashagan Project during the period 2001 to 2010 have shown that stamukhi are frequent enough to create risks to pipelines. This paper reports on work aimed at bounding loads on the seafloor and pipelines due to the grounded ice keels of stamukhi. Gravity loading, as well as forces associated with ice sheet ride-up and subduction during stamukha formation, are considered. The ultimate bound on ice loading on the sea floor is the strength of the ice rubble. Typical pit sizes and depths in various soils due to the estimated ice pressures are calculated. Even if a pipeline is buried below the deepest predicted pits in ambient soils, weak backfill may lead to direct contact of the pipeline by the keel rubble of the stamukha.
机译:在2001年至2010年期间,在2001年至2010年期间在克什根项目中进行的冰调查表明,斯坦努基经常足以为管道创造风险。本文由于斯坦克利的接地冰龙,本文报告了旨在在海底和管道上的负荷的工作。考虑了重力载荷,以及与钢板骑行和俯冲的力相关的力量,在斯坦清空形成期间。海底上冰负荷的最终限制是冰块的强度。计算由于估计的耐冰引起的各种土壤中的典型凹坑尺寸和深度。即使管道埋在环境土壤中最深的预测坑下方,弱回填可能导致管道通过架子的龙骨瓦砾直接接触。

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