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)
2010-02-16
发表期刊The Open Ocean Engineering Journal
卷号3页码:50-55
摘要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.
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/311007/33054
专题水动力学与海洋工程重点实验室(2009-2011)
通讯作者Lu XB(鲁晓兵)
推荐引用方式
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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