摘要
桶形基础平台在环境载荷作用下承力机理不同于桩基平台，本文通过室内模型试验分析研究桶形基础的稳定性，给出了部分试验曲线，得出了试验结论，并建议按规范要求进行稳定性设计。
The load mechanism of bucket foundation platforms exerted by environmental foctors is different from that of pile foundation platforms The model tests in laboratory and the stability analyses of bucket foundations as well as test curves and conclusions are all given in this paper The stalility design according to the code is emphasifed
出处
《海岸工程》
1999年第1期43-47,共5页
Coastal Engineering
