摘要
利用岩土有限元软件PLAXIS对某钢筋混凝土U形板桩护岸模型进行非线性有限元分析,得出U型板桩的变形、板桩的弯矩和剪力分布,分析荷载作用下板桩墙的水平位移。并指出应用PLAXIS计算板桩结构时需注意的事项及土体参数选取,对实际工程计算具有指导意义。
The non-linear analysis of the steel reinforced concrete U-type sheet pile revetment is given by geotechnical finite element software, PLAXIS, the deformation, the moment, the shear force distribution are obtained, horizontal displacement after the sheet pile revetment under load is also analyzed. Points to note and soil parameter selection are indicated in application of PLAXIS in force calculation,and it gives a direction to the engineering calculation.
出处
《港工技术》
2015年第5期55-60,共6页
Port Engineering Technology
