In the paper a new type perforated breakwater is proposed which consists of multiple row retaining panels and group pile foundations.
本文提出一种新型透空式防波堤，该堤由多排档板上部结构和群桩基础组成。
Therefore, it is necessary to study the load transferring mechanism and the design method of pile group foundations.
因此，有必要对群桩基础厚承台的传力机理及设计方法进行研究。
应用推荐