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


Autoria(s): 王丽; 鲁晓兵; 时忠民
Data(s)

16/02/2010

Resumo

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.

Identificador

http://dspace.imech.ac.cn/handle/311007/33056

http://www.irgrid.ac.cn/handle/1471x/9156

Idioma(s)

中文

Fonte

The Open Ocean Engineering Journal.2010,3:20-30

Palavras-Chave #固体力学::岩体力学和土力学
Tipo

期刊论文