The Response of Bucket Foundation under Horizontal Dynamic Loading


Autoria(s): 王义华; 鲁晓兵; 王淑云
Data(s)

2006

Resumo

The experimental investigation of the response of suction bucket foundation in fine sand layer under horizontal dynamic loading has been carried out. The developments of settlement and excess pore pressure of sand foundation have been mainly studied. It is shown that the sand surrounding the bucket softens or even liquefies at the first stage if the loading amplitude is over a critical value, at later stage, the bucket settles and the sand layer consolidates gradually. With the solidification of the liquefied sand layer and the settlement of the bucket, the movement of the sand layer and the bucket reach a stable state.

Identificador

http://dspace.imech.ac.cn/handle/311007/16456

http://www.irgrid.ac.cn/handle/1471x/1113

Idioma(s)

英语

Palavras-Chave #岩土力学
Tipo

期刊论文