On the capacity and deformation of bucket foundation under dynamic loadings
文献类型：会议论文
| 作者 | Li C; Lu XB(鲁晓兵) ; Wang SY(王淑云); Li, C.; Li, C.
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| 出版日期 | 2010 |
| 会议名称 | 20th International Offshore and Polar Engineering Conference, ISOPE-2010 |
| 会议日期 | June 20, 2010 - June 25, 2010 |
| 会议地点 | Beijing, China |
| 关键词 | Bucket foundation Capacity degradation Dynamic loading Dynamic loadings Horizontal deformation Non-linear Numerical models Spring model Vertical deformation |
| 通讯作者 | Li, C. |
| 中文摘要 | Simplified numerical model is built according to centrifugal experimental results. The liquefaction degree and deformation of sand sediment around bucket foundation are simulated. Effects of main factors are investigated. A spring model for modeling the capacity degradation of bucket foundation is presented in which sand resistance is modeled by uncoupled, non-linear sand springs. When the liquefaction degree is 0.9 near the surface and is only 0.06 at the bottom of sand sediment, the capacity degradation of bucket is 12%, whereas it is 17% in centrifugal experiments. Deformation of sand sediment increases with the increase of loading amplitude and skeleton's elastic modulus and the decrease of frequent. The maximum vertical deformation on the surface of sediment is 0.25 times of bucket depth away from loading side. The maximum horizontal deformation is on the loading side. Copyright © 2010 by The International Society of Offshore and Polar Engineers (ISOPE). |
| 收录类别 | EI |
| 会议录 | Proceedings of the International Offshore and Polar Engineering Conference
 |
| 语种 | 英语 |
| ISBN号 | 9781880653777 |
| 源URL | [http://dspace.imech.ac.cn/handle/311007/60345]  |
| 专题 | 力学研究所_水动力学与海洋工程重点实验室(2009-2011) |
| 通讯作者 | Li, C.; Li, C. |
| 推荐引用方式 GB/T 7714 | Li C,Lu XB,Wang SY,et al. On the capacity and deformation of bucket foundation under dynamic loadings[C]. 见:20th International Offshore and Polar Engineering Conference, ISOPE-2010. Beijing, China. June 20, 2010 - June 25, 2010. |
入库方式： OAI收割
来源：力学研究所
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