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The response of bucket foundation under horizontal dynamic loading

✍ Scribed by Yihua Wang; Xiaobing Lu; Shuyun Wang; Zhongmin Shi


Publisher
Elsevier Science
Year
2006
Tongue
English
Weight
418 KB
Volume
33
Category
Article
ISSN
0029-8018

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✦ Synopsis


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.


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