Rotation Center and Horizontal Bearing Capacity of the Bucket Foundation in Soft Ground |
| |
| Authors: | Xiaowei Tang Xiwen Zhang Qi Shao Zhenqing Li |
| |
| Affiliation: | 1. Institute of Geotechnical Engineering, Dalian University of Technology, Dalian, China;2. Department of Civil Engineering, University of Jinan, Jinan, China;3. Design Institute of Port &4. Waterway Engineering, JSTI GROUP, Nanjing, China;5. Department of Reconnaissance, Zhengye Engineering &6. Investment Incorporation Limited, Guizhou, China |
| |
| Abstract: | In the last 20 years, the bucket foundation has been developed as a new type of offshore platform structure. Because of its short period of application to engineering practices, the theoretical decision on the rotation center and horizontal bearing capacity of the bucket foundation has yet to be agreed. A limit analysis method is used to determine the updated rotation center position and horizontal bearing capacity to evaluate the failure mechanisms of the bucket foundations. The results are compared with numerical simulation and experiments, and also with other theoretical methods. The proposed method can satisfactorily consider the engineering conditions and the result is accurate in determining the rotation center and horizontal bearing capacity. |
| |
| Keywords: | ABAQUS bucket foundation horizontal bearing capacity limit analysis method rotation center |
|
|
