+高级检索
桩靴在黏土中不连续加载穿刺现象的实验研究
DOI:
作者:
作者单位:

作者简介:

通讯作者:

基金项目:


Experimental Study on Punch-through Phenomenon of Spud-can in Clay under Discontinuous Loading
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
    摘要:

    为解决自升式平台在南海等软黏土区域作业时出现的穿刺问题,对平台桩靴在黏土中加载时出现的穿刺现象进行实验验证,并对穿刺机理和解决方案进行探索.以某大桩靴自升式平台的实际加载过程为原型,设计一套不连续加载的单桩模型插桩实验装置,通过力加载的方式模拟自升式平台预压载过程,分析插桩时的冲桩处理对穿刺风险的消除效果.研究结果表明:黏土层中不连续加载能够形成穿刺现象,并且减小加载速率在一定程度上可以降低穿刺风险;通过在加载过程中进行冲桩作业,能有效减少穿刺的发生.因此在实际工程中可通过选择合适的加载速率,并在加载过程中进行冲桩操作来降低穿刺风险,保证作业 安全.

    Abstract:

    In order to solve the punch-through problem of the Jack-up platform in the soft clay area such as the South China Sea, the punch-through phenomenon of the Jack-up platform when penetrating in clay was verified by experiment, and the mechanism and solution for the punch-through were explored. In this paper, an experimental set for single leg penetration test under discontinuous loading was designed to simulate the preloading process of a real Jack-up platform with large spud-can, and a series experiments were performed to investigate the effect of the water jetting process for eliminating the risk of punch-through. The results show that the punch-through can occur in the clay layer under discontinuous loading, and the risk of the punch-through can be mitigated by reducing the loading rate or performing water jetting process. Thus, the present investigation is beneficial for safety operation of the jack-up platform in practice.

    参考文献
    相似文献
    引证文献
文章指标
  • PDF下载次数:
  • HTML阅读次数:
  • 摘要点击次数:
  • 引用次数:
引用本文

黎之奇,徐文祥.桩靴在黏土中不连续加载穿刺现象的实验研究[J].湖南大学学报:自然科学版,2019,46(9):108~114

复制
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2019-09-27
  • 出版日期:
作者稿件一经被我刊录用,如无特别声明,即视作同意授予我刊论文整体的全部复制传播的权利,包括但不限于复制权、发行权、信息网络传播权、广播权、表演权、翻译权、汇编权、改编权等著作使用权转让给我刊,我刊有权根据工作需要,允许合作的数据库、新媒体平台及其他数字平台进行数字传播和国际传播等。特此声明。
关闭