港工技术2015，Vol.52Issue(6)：33-37,5.DOI:10.16403/j.cnki.ggjs20150609
水平荷载作用下钢板桩码头的桩-土耦合分析
Soil-pile Coupling Analysis of Steel Sheet Pile Wharf under Horizontal Loads
汪宏 1刘彭1
作者信息
- 1. 江苏科技大学船舶与海洋工程学院,江苏镇江 212003
- 折叠
摘要
Abstract
Finite element software ANSYS was used to analyze soil-pile coupling of steel sheet pile wharf under horizontal loads, which deduced the integral displacement of wharf, the displacement and equivalent stress of steel sheet pile, the equivalent stress curve of steel sheet pile under different horizontal loads and the influence of backfill soil stiffness on the wharf. The numerical analysis results would provide references for the design and reconstruction of similar wharf structure, and advices for the safety of the wharf.关键词
钢板桩/水平荷载/桩-土耦合/ANSYSKey words
steel sheet pile/horizontal load/soil-pile coupling/ANSYS分类
交通工程引用本文复制引用
汪宏,刘彭..水平荷载作用下钢板桩码头的桩-土耦合分析[J].港工技术,2015,52(6):33-37,5.
