摘要
利用有限元程序Midas-GTS,分析重力式码头暗基床应力的扩散特征和影响范围,以及基床底面应力的分布和大小,结合现行重力式码头规范的计算结果进行对比分析,列举出两者之间的差异,供类似工程设计作为参考。
Using the finite element procedure MIDAS-GTS, we analyze the diffusion characteristics and extent, as well as the shape and size of the subgrade stress of gravity wha＇s rubble bed. Combining with the current code of gravity wharf to analyze comparatively the differencebetween them, we provide reference for the design of similar projects.
出处
《水运工程》
北大核心
2014年第8期66-70,共5页
Port & Waterway Engineering
关键词
重力式码头
暗基床
基床应力扩散
有限元
gavity wharf
subgrade bed
diffusion of subgrade stress
finite element
