Dimensionless Analysis of the Simulation of Bucket Foundations under ﻿Dynamic Load

CORC > 力学研究所 > 中国科学院力学研究所 > 水动力学与海洋工程重点实验室(2009-2011)

	Dimensionless Analysis of the Simulation of Bucket Foundations under Dynamic Load
	Lu XB(鲁晓兵); Shi ZM(时忠民); Zhang XH(张旭辉)
刊名	The Open Ocean Engineering Journal
	2010-02-16
通讯作者邮箱	zxh424@163.com
卷号	3 页码:56-62
通讯作者	张旭辉
合作状况	其它
中文摘要	Firstly, the main factors are obtained by use of dimensionless analysis. Secondly, the time scaling factors in centrifuge modeling of bucket foundations under dynamic load are analyzed based on dimensionless analysis and control- ling equation. A simplified method for dealing with the conflict of scaling factors of the inertial and the percolation in sand foundation is presented. The presented method is that the material for experiments is not changed while the effects are modified by perturbation method. Thirdly, the characteristic time of liquefaction state and the characteristic scale of affected zone are analyzed.
学科主题	岩体力学和土力学
收录类别	其他
语种	中文
公开日期	2010-02-24
内容类型	期刊论文
源URL	[http://dspace.imech.ac.cn/handle/311007/33058]
专题	力学研究所_水动力学与海洋工程重点实验室(2009-2011)
通讯作者	Zhang XH(张旭辉)
推荐引用方式 GB/T 7714	Lu XB,Shi ZM,Zhang XH. Dimensionless Analysis of the Simulation of Bucket Foundations under Dynamic Load[J]. The Open Ocean Engineering Journal,2010,3:56-62.
APA	鲁晓兵,时忠民,&张旭辉.(2010).Dimensionless Analysis of the Simulation of Bucket Foundations under Dynamic Load.The Open Ocean Engineering Journal,3,56-62.
MLA	鲁晓兵,et al."Dimensionless Analysis of the Simulation of Bucket Foundations under Dynamic Load".The Open Ocean Engineering Journal 3(2010):56-62.