Scholarlink

Large-diameter pipe piles (LDPPs) are increasingly used to support marine structures but are prone to pile-running during seabed installation, risking severe accidents like wire breakage or barge capsizing. Despite known soil spatial variability, pile-running mechanics remain understudied. This research conducted 3D large deformation random finite element analyses to investigate LDPP pile-running in spatially variable seabeds, modeling undrained shear strength as a non-stationary random field. Using a Coupled Eulerian-Lagrangian approach with Monte Carlo simulations, the study reveals that soil variability significantly affects the deceleration phase, with final embedment depth reflecting cumulative soil strength.

错误：搜索内容不能为空，请输入英文关键词
错误：关键词超出字数限制，请精简
高级检索

Pile-Running of Large-Diameter Pipe Piles in Spatially Variable Clay

  • 会议论文

  • 发表日期：

    2026年

查看全文
  • Zhenghong Su,
  • Yong Fu,
  • Minhao Zhang,
  • Kailin Ding,
  • Shuntao Fan

摘要

Large-diameter pipe piles (LDPPs) are increasingly used to support marine structures but are prone to pile-running during seabed installation, risking severe accidents like wire breakage or barge capsizing. Despite known soil spatial variability, pile-running mechanics remain understudied. This research conducted 3D large deformation random finite element analyses to investigate LDPP pile-running in spatially variable seabeds, modeling undrained shear strength as a non-stationary random field. Using a Coupled Eulerian-Lagrangian approach with Monte Carlo simulations, the study reveals that soil variability significantly affects the deceleration phase, with final embedment depth reflecting cumulative soil strength.