Centrifuge test on the deformation of bucket foundation under horizontal vibration load
LU Xiaobing 1, WANG Yihua 1, ZHANG Jianhong 2, SUN Guoliang 2, SHI Zhongmin 3
1. Institute of mechanics Chinese Academy of Sciences Beijing 100080 China 2. Department of Hydraulic Engineering Tsinghua University Beijing 100080 China 3. Research Centre China Ocean Oil Co. Beijing 100027 China
Abstract：The centrifuge test results show that the sand layer around the bucket foundation softens or liquefies under equivalent dynamic ice-induced load. When the load amplitude is above a critical value, the bucket settles obviously during the dynamic loading. The settlement of the bucket is larger than the sand layer far away from the bucket side wall. There exist cyclical cracks in the sand layer because the differential settlements. The settlement of the bucket increases with the increase of load amplitude and the weight of structure and the decrease of the bucket height (with the same bucket diameter).
鲁晓兵；王义华；张建红；孙国亮；时忠民；. 水平动载下桶形基础变形的离心机实验研究[J]. 岩土工程学报, 2005, 27(7): 789-791.
LU Xiaobing 1, WANG Yihua 1, ZHANG Jianhong 2, SUN Guoliang 2, SHI Zhongmin 3. Centrifuge test on the deformation of bucket foundation under horizontal vibration load. Chinese J. Geot. Eng., 2005, 27(7): 789-791.
