摘要
结合码头概况,通过建立码头结构与岸坡耦合的有限元模型,探究天津港高桩码头岸坡变形的规律,分析了导致岸坡变形的主要因素,并对岸坡变形对码头结构的影响进行了考察,以供相关工程参考。
Combined with situations of pier and based upon coupling finite element model between pier and bank slope the deformation regularity of bank slope of open type pier on piles is studied.Reasons caused the deformation of bank slope are analyzed as well as the impacts of bank slope deformation on pier structure,which provide good references for similar works.
出处
《山西建筑》
2007年第12期67-68,共2页
Shanxi Architecture
关键词
高桩码头
岸坡变形
有限元
荷载
open type pier on piles
deformation of bank slope
finite element
load
