Effects of the Spudcan Penetration on the Adjacent Foundations
Wu YR(吴永韧); Lu XB(鲁晓兵); Zhang XH(张旭辉)
2010-02-16
发表期刊The Open Ocean Engineering Journal
卷号3页码:38-44
摘要Abstract: To study the effects of spudcan penetration on the adjacent foundations of offshore platforms, experiments and numerical simulations (using business software ABAQUS) are carried out. It is shown that the penetration of spudcan can cause the soil layer affected in an annular zone. The affected zone has a maximum width of one times the diameter of the spudcan. The deflection of the platform’s foundation increases with the penetration of spudcan. The smaller the density of soil layer is, the bigger the displacement of the foundation is. However, the maximum displacement at the top of the foun- dation changes little once the penetration depth is over a critical value. The bigger the diameter and the penetration depth of the spudcan are, the bigger the displacements of the foundation are.
学科领域岩体力学和土力学
收录类别其他
语种中文
文献类型期刊论文
条目标识符http://dspace.imech.ac.cn/handle/311007/33057
专题水动力学与海洋工程重点实验室(2009-2011)
通讯作者Wu YR(吴永韧)
推荐引用方式
GB/T 7714
Wu YR,Lu XB,Zhang XH. Effects of the Spudcan Penetration on the Adjacent Foundations[J]. The Open Ocean Engineering Journal,2010,3:38-44.
APA 吴永韧,鲁晓兵,&张旭辉.(2010).Effects of the Spudcan Penetration on the Adjacent Foundations.The Open Ocean Engineering Journal,3,38-44.
MLA 吴永韧,et al."Effects of the Spudcan Penetration on the Adjacent Foundations".The Open Ocean Engineering Journal 3(2010):38-44.
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