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Influence of Large-diameter Pipe Pile Driving on Adjacent Pipelines Embedded in Marine Sediments

机译:大直径管桩打桩对海洋沉积物中相邻管道的影响

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With the large-scale development of ocean engineering, it becomes common to encounter the existing submarine pipelines in pile driving area. In this paper, based on a pier berth reconstruction project, three-dimensional (3D) numerical models taking into account the pore water effect are presented to investigate the influence of large-diameter pipe pile driving on adjacent submarine pipelines. Extensive numerical studies are conducted to investigate the effect of the minimum plane distance of pile-pipe on the relative displacement of pipe-soil and the excess pore water pressure of surrounding soil around the pipe at different pile driving depths.
机译:随着海洋工程的大规模发展,在打桩区遇到现有的海底管道变得很普遍。本文基于码头泊位改造项目,提出了考虑孔隙水效应的三维(3D)数值模型,以研究大直径管桩打桩对相邻海底管道的影响。进行了广泛的数值研究,研究了在不同打桩深度下,桩管最小平面距离对桩土相对位移和管周围土壤超孔隙水压力的影响。

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