中文摘要：

以液压振动桩锤和地基土为研究对象,运用有限元差分软件FLAC3D的流固耦合动力时程分析模块,采用Finn液化本构关系建立了桩土相互作用液化数值分析模型,利用内置FISH函数,对已有的变量进行计算,引入超孔压比描述地基土液化情况,模拟地基土振动液化沉桩过程。分析了振动频率、静载荷和弹性模量对桩贯入度和液化特性的影响。研究结果表明：振动沉桩引起的超孔压比的增加可以提高桩的贯入度;激振频率在20 Hz以内,振动频率越高,超孔压比上升的速率越快,桩贯入度增加;地基土弹性模量增大,桩下沉阻力增大,使桩下沉困难,可通过提高激振频率,增加桩顶静载荷来实现桩的下沉。

英文摘要：

Vibratory pile and ground soil were chosen as objectives to study pile-soil interaction in liquefaction using finite element difference software FLAC3D.The numerical simulation model for ground soil liquefaction was established by using Finn constitutive relation;furthermore,the ground soil liquefaction during vibratory hammer driving was simulated by using fluid-solid interaction and dynamic time-history analysis module.By using FISH inner function of the code,the known variables were calculated.The process of soil liquefaction was described by excess pore pressure ratio and the effects of stimulating frequency,static loading and elastic modulus of the soil foundation on the liquefaction and driving penetration were analyzed.The results show that pile penetration speed increases with the increase of excess pore pressure ratio which is caused by vibration sinking pile.Within 20 Hz,the higher the vibration frequency applied,the faster the rising rate of excess pore pressure and the deeper of the penetration were observed.Enlarging the elastic modulus of the ground soil results in the increase of penetration resistance for sinking the pile.By increasing vibration frequency,the amount of static load is increased for submersing the piles.