摘要
为推广倒π型防波堤结构在天津港地区的应用,本文结合天津港地区某工程案例,分别采用极限平衡法和有限元法,对倒π型防波堤结构稳定性进行计算分析。计算结果表明倒π型防波堤结构能够适用于天津港地区的软土地基。
In order to popularize the inverse π type breakwater in the region of Tianjin Port, this article describes the study on the breakwater, in particular the procedures of calculation and analysis of its stability in a specific project in Tianjin port, by using the limit equilibrium method and the finite-element method. The calculation results show that the inverse π type breakwater is applicable in the region of Tianjin Port.
出处
《港工技术》
2016年第B12期61-64,共4页
Port Engineering Technology
关键词
倒π型防波堤
软土地基
极限平衡法
有限元法
inverse π type breakwater
soft soil ground
limit equilibrium method
finite-element method