Response of the Bucket Foundation in Calcareous Sand under Horizontal ﻿Dynamic Load

IMECH-IR > 水动力学与海洋工程重点实验室(2009-2011)

	Response of the Bucket Foundation in Calcareous Sand under Horizontal Dynamic Load
	Wang L(王丽); Lu XB(鲁晓兵); Shi ZM(时忠民)
发表期刊	The Open Ocean Engineering Journal
	2010-02-16
卷号	3 页码:20-30
摘要	Abstract: Experiments to determine the horizontal static bearing capacity are carried out first. The static bearing capacity is a reference for choosing the amplitudes of dynamic load. Then a series of experiments under dynamic horizontal load are carried out in laboratory to study the influences of factors, such as the scales of bucket, the amplitude and frequency of load, the density of soils etc.. The responses of bucket foundations in calcareous sand under horizontal dynamic load are analyzed according to the experimental results. The displacements of bucket and sand layer are analyzed.
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/311007/33056
专题	水动力学与海洋工程重点实验室(2009-2011)
通讯作者	Wang L(王丽)
推荐引用方式 GB/T 7714	Wang L,Lu XB,Shi ZM. Response of the Bucket Foundation in Calcareous Sand under Horizontal Dynamic Load[J]. The Open Ocean Engineering Journal,2010,3:20-30.
APA	王丽,鲁晓兵,&时忠民.(2010).Response of the Bucket Foundation in Calcareous Sand under Horizontal Dynamic Load.The Open Ocean Engineering Journal,3,20-30.
MLA	王丽,et al."Response of the Bucket Foundation in Calcareous Sand under Horizontal Dynamic Load".The Open Ocean Engineering Journal 3(2010):20-30.

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