超长灌注桩桩-土界面剪切模型及其有限元模拟  

Pile-soil interface shear model of super long bored pile and its FEM simulation

作　　者：王卫东[1,2] 李永辉[1] 吴江斌[2] 

机构地区：[1]同济大学地下建筑与工程系,上海200092 [2]华东建筑设计研究院,上海200002

出　　处：《岩土力学》2012年第12期3818-3824,3832,共8页Rock and Soil Mechanics

基　　金：住房与城乡建设部项目(No.2009-K3-5)

摘　　要：由于超长灌注桩为摩擦型桩,建立合适的桩-土界面剪切模型将成为合理且有效地模拟分析其承载变形特性的关键。基于超长灌注桩桩侧摩阻力随桩-土相对位移w发挥性状,将-w关系定义为硬化和软化两种类型,进而将桩侧摩阻力发挥模式分为全硬化模式、全软化模式和混合模式。建立超长灌注桩桩-土界面剪切硬化模型和软化模型,运用ABAQUS二次开发子程序FRIC将建立的剪切模型嵌入有限元,实现剪切模型的有限元模拟,单桩算例表明,剪切模型在ABAQUS中实现是成功的。运用建立的桩-土界面剪切模型对现场试验试桩进行有限元模拟,模拟结果与实测结果较为吻合,表明所建立的桩-土界面剪切模型及其有限元模拟对于超长灌注桩承载变形计算具有合理性和可行性。Super long bored piles are friction piles; thus establishing the appropriate pile-soil interface shear model is the key to reasonable and effective simulation analyze the load-movement characteristics of the pile. According to working trait of the super long bored pile shaft friction （τ） with the increasing of pile-soil relative movement （w）, τ-w relationships are divided into the hardening and the softening types. Furthermore, the mobilized patterns of the pile shaft friction are divided into three types： the full hardening mobilized pattern, full softening mobilized pattern and hardening-softening mixed mobilized pattern. Hardening type and softening type pile-soil interface shear models are established for super long bored pile. The pile-soil interface shear models are introduced into FEM software using subroutine FRIC of ABAQUS. Single pile simulation example shows that the interface shear models are implemented in ABAQUS successfully. FEM simulation of field test piles is carried out using the established pile-soil interface shear models. The simulation results are similar to the measured results. It is shown that the established pile-soil interface shear models and FEM simulation have the rationality and feasibility to calculate the load-movement behavior of super long bored pile.

关 键 词：超长灌注桩 剪切模型 桩-土界面 有限元模拟 

分 类 号：TU473.1[建筑科学—结构工程]