IMECH-IR  > 水动力学与海洋工程重点实验室(2009-2011)
Experimental Study on the Responses of Bucket Foundations in Calcareous Sand under Vertical Dynamic Loading
Lu XB(鲁晓兵); Wang L(王丽); Shi ZM(时忠民)
Source PublicationThe Open Ocean Engineering Journal
2010-02-16
Volume3Pages:50-55
AbstractAbstract: 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.
Subject Area岩体力学和土力学
Indexed By其他
Language中文
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/33054
Collection水动力学与海洋工程重点实验室(2009-2011)
Corresponding AuthorLu XB(鲁晓兵)
Recommended Citation
GB/T 7714
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,2010,3:50-55.
APA 鲁晓兵,王丽,&时忠民.(2010).Experimental Study on the Responses of Bucket Foundations in Calcareous Sand under Vertical Dynamic Loading.The Open Ocean Engineering Journal,3,50-55.
MLA 鲁晓兵,et al."Experimental Study on the Responses of Bucket Foundations in Calcareous Sand under Vertical Dynamic Loading".The Open Ocean Engineering Journal 3(2010):50-55.
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