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IMECH-IR  > 水动力学与海洋工程重点实验室(2009-2011)  > 期刊论文
Title:
Experimental Study on the Responses of Bucket Foundations in Calcareous Sand under Vertical Dynamic Loading
Author: Lu XB(鲁晓兵) ; Wang L(王丽) ; Shi ZM(时忠民)
Source: The Open Ocean Engineering Journal
Issued Date: 2010-02-16
Volume: 3, Pages:50-55
Abstract: Abstract: Experiments to determine the vertical static bearing capacity are carried out first in laboratory which is taken as a reference for choosing the amplitudes of vertical dynamic loading. Then a series of experiments are carried out to study the influences of factors, such as the scales of bucket, the amplitude and frequency of loading, the density of soils etc.. According to the experimental results, the responses of bucket foundations in calcareous sand under vertical dynamic loadings are analyzed. It is shown that there exists a limited effected zone under vertical dynamic loading. The scale of this zone is about one times of the bucket’s height. In this zone, the density of soil layer, the deformation and the pore pressure change obviously.
Language: 中文
Indexed Type: 其他
Corresponding Author: 鲁晓兵
Correspondent Email: xblu@imech.ac.cn
Subject: 固体力学::岩体力学和土力学
Content Type: 期刊论文
URI: http://dspace.imech.ac.cn/handle/311007/33054
Appears in Collections:水动力学与海洋工程重点实验室(2009-2011)_期刊论文

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Recommended Citation:
Lu XB,Wang L,Shi ZM. Experimental Study on the Responses of Bucket Foundations in Calcareous Sand under Vertical Dynamic Loading[J]. The Open Ocean Engineering Journal,2010-02-16,3:50-55.
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