摘要
基于土体屈服准则,考虑桩及桩周土的对称性,建立了桩基础简化后的模型,分析了填海造陆区的桩土效应,得出了一些结论,为填海造陆区桩基础的设计提供参考依据。
Based on the soil yield principle,the paper considers the symmetry of the piles and pile surrounding soil,establishes the model after the simplified pile foundation,analyzes the pile soil effect of the sea reclamation,and achieves some conclusions,so as to provide some reference for the design of the pile foundation in the sea reclamation districts.
出处
《山西建筑》
2016年第33期86-87,共2页
Shanxi Architecture
关键词
桩基础
填海造陆
土体屈服准则
应力
pile foundation
sea reclamation
soil yield principle
stress