天津港高桩码头桩基—岸坡土体相互作用的数值分析

Numerical analysis of pile-soil interaction in long-piled wharf of Tianjin Port

本文以天津港高桩码头 14#泊位的特定地层条件、土性参数、桩基结构体系为对象 ,对天津港高桩码头桩基结构—岸坡土体相互作用的平面应变问题 ,进行了较逼近问题原型的FEM数值分析 .本文的桩基—岸坡土体相互作用数值模型具有以下特点 :(1)桩体结构由一般梁杆单元的两个端点加上桩身周边有限的网格节点的广义位移法来描述 ;(2 )采用梁端、桩端节点线位移间的主 -从位移约束关系处理结构构件间的搭接关系 ;(3)所采用的土本构模型认真地考虑了土力学中分级加载的应力历史问题 .方法能很好地考虑大直径桩体结构的尺寸效应 ,以及相互作用问题原型的几何拓扑关系 ,数值分析的结果较为全面地揭示了港口码头工程桩坡体系相互作用的规律 .研究结果可供码头工程设计参考 .

Based on the modified FEM for pile-soil interaction analysis the numerical simulation of long-piled wharf in Tianjin port is carried out.The pile structure is modeled by using the normal beam-rod theory and generalized freedom method of nodes around the pile structure.The simple laying contact pattern of the pile top and beam are simulated through the master-slave displacement constraint.Furthermore,the stress history of soil mechanics is thoroughly considered in soil constitutive relation.The proposed method reflects the dimensional effect of large diameter pile body and the geometry topology of pile-soil interaction.