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Dynamic response of a single and a 4-bucket foundations | |
Zhang JH; Zhang YM![]() ![]() | |
Source Publication | Physical Modelling in Geotechnics - Proceedings of the 7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010 |
2010 | |
Conference Name | 7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010 |
Conference Date | June 28, 2010 - July 1, 2010 |
Conference Place | Zurich, Switzerland |
Abstract | This paper presents a centrifuge study of the dynamic response of a single bucket foundation and a 4-bucket foundation in a silty sand under cyclic lateral loads. The ice-sheet induced structural vibration was simulated as an equivalent cyclic lateral load applied by an electro-magnetic actuator. The effects of load intensity and foundation rigidity on the behavior of the foundation were examined. The results indicated that excess pore pressures near a single bucket reached the highest value within a depth of 1.0-1.5 m. Liquefaction of soil at shallow depths was likely to occur in the first 1-3 hours. Significant displacements were induced during long-term excitation. The foundation rigidity has a strong effect on the dynamic response of the bucket. In a 4-bucket model, the excess pore pressure and its depth of influence were conspicuously reduced as compared with that of a single bucket. © 2010 Taylor & Francis Group, London. |
Keyword | Bucket Foundation Electromagnetic Actuators Excess Pore Pressure Lateral Loads Load Intensity Shallow Depths Silty Sands Structural Vibrations |
WOS ID | WOS:000345701300166 |
Department | LMFS海洋土力学(LHO) |
ISBN | 9780415592901 |
Indexed By | CPCI-S ; EI |
Language | 英语 |
Citation statistics | |
Document Type | 会议论文 |
Identifier | http://dspace.imech.ac.cn/handle/311007/60349 |
Collection | 水动力学与海洋工程重点实验室(2009-2011) |
Corresponding Author | Zhang, J.H. |
Recommended Citation GB/T 7714 | Zhang JH,Zhang YM,Lu XB,et al. Dynamic response of a single and a 4-bucket foundations[C]Physical Modelling in Geotechnics - Proceedings of the 7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010,2010. |
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