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1)  bucket spudcan foundation
筒型桩靴
2)  pile shoe
桩靴
1.
Simulation of influence of biggish pile shoe pulling out on foundation of bucket foundation platform with finite element program;
利用有限元法模拟较大桩靴拔出对筒型基础平台地基的影响
2.
As Qikou 17-2 platform with bucket foundation and Bohai 8th self-elevating drilling ship for example,it was simulated by three steps for the extracting of pile shoe of drilling ship by using general purpose finite element program ANSYS,using 3D 8-node element and Drucker-Prager elastoplastic stress-strain theory.
利用通用的有限元程序ANSYS软件,以渤海8号自升式钻井船和歧口17-2筒型基础平台为对象,采用三维8节点的块体等参元和Drucker-Prager模型,分3步模拟了钻井船桩靴的拔出过程,并在钻井船桩靴与筒型基础筒体之间距离一定的情况下,考虑土性参数的敏感性,就桩靴在拔出过程中对筒型基础平台地基强度以及筒体变位的影响进行了三维有限元分析。
3.
After drilling, the jackup drilling rig with biggish pile shoeswill produce a certain influence on foundation of bucket foundation platform duringpile extracting.
在完成钻井作业后,桩靴较大的自升式钻井船在拔桩中会对筒型基础平台的地基产生一定的影响。
3)  spudcan
桩靴
1.
Offshore jack-up drilling platform have to be used in kinds of soil conditions so that prediction of bearing capacity of spudcan, prevention of punch-through failure and safety of extracting spudcan are key problems in the field.
本课题就是针对这些实际问题,从机理上研究了海上自升式钻井平台预压-工作-迁航过程中桩靴的性能特点和桩靴型式的改进等若干问题,弥补了国内对于海上自升式钻井平台桩靴基础理论研究的不足。
4)  pile shoe
桩靴;"桩嘴"
5)  sliding of spudcan
桩靴滑移
6)  spud-can
桩靴基础
1.
Experiments are carried out to assess the effect of spud-can penetration on the adjacent fixed offshore platform pile foundation.
针对临时工作平台桩靴基础(Spudcan)压入土层对固定海洋平台桩基础的影响,进行了实验研究。
补充资料:线靴
1.亦作"线靴"。 2.线制的靴。古代妇人所穿。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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