高桩码头在水平集中力作用下桩力计算方法探讨

Discussion on Pile Load Calculation Method Applying to Piled Wharf under Horizontal Concentrated Force

在水平集中力作用下的高桩码头,分别采用平面排架与三维空间模型对桩基进行分析。从桩基内力结果看出,两种方法计算结果相近。但从技术发展、计算的直观、概念清晰以及业主的需求角度,建议工程设计人员更多的使用三维空间模型计算方法。

For the piled wharf under horizontal concentrated force, the piled foundation has been analyzed by using plane bent method and 3D space-model respectively. The above two methods deduce similar internal force of pile foundation. However, it is proposed to adopt 3D space-model from the aspects of technical development, computing visualization, concept clarity and need by the client.