Effects of the Spudcan Penetration on the Adjacent Foundations

IMECH-IR > 水动力学与海洋工程重点实验室(2009-2011)

	Effects of the Spudcan Penetration on the Adjacent Foundations
	Wu YR(吴永韧); Lu XB(鲁晓兵); Zhang XH(张旭辉)
发表期刊	The Open Ocean Engineering Journal
	2010-02-16
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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