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反复堆卸载下被动桩土相互作用有限元分析
引用本文:郭力群,梁墨,陈福全.反复堆卸载下被动桩土相互作用有限元分析[J].华侨大学学报(自然科学版),2011(5):569-578.
作者姓名:郭力群  梁墨  陈福全
作者单位:华侨大学土木工程学院;福州大学土木工程学院;
基金项目:国务院侨办科研基金资助项目(09QZR03); 福州大学引进人才科研启动项目(XRC-0637)
摘    要:利用有限元方法,探求长期反复堆卸载过程中桩土相互作用的应力应变情况.研究堆卸载过程中被动桩与土体不同时刻的水平位移、变形、沉降、孔隙水压力变化,以及桩身弯矩等对反复荷载下桩土相互作用的规律,通过改变不同的条件来判断影响桩土相互作用的因素.结果表明:土体在反复堆卸载下不同于静力荷载的应力应变表现,在每个堆卸载过程后,都有...

关 键 词:被动桩  反复堆卸载  有限元法  超孔隙水压力  残余应变

Finite Element Analysis on Soil-Pile Interaction Behavior Subjected to Repeated Surcharge Load
GUO Li-qun,LIANG Mo,CHEN Fu-quan.Finite Element Analysis on Soil-Pile Interaction Behavior Subjected to Repeated Surcharge Load[J].Journal of Huaqiao University(Natural Science),2011(5):569-578.
Authors:GUO Li-qun  LIANG Mo  CHEN Fu-quan
Institution:GUO Li-qun1,LIANG Mo2,CHEN Fu-quan2(1.College of Civil Engineering,Huaqiao University,Quanzhou 362021,China,2.School of Civil Engineering,Fuzhou university,Fuzhou 350108,China)
Abstract:The soil-pile interaction behavior subjected to long-term repeated surcharge load is analyzed by the finite element method.The various indexes-time during the load were presented,such as horizontal displacement,deformation,settlement,pore water pressure and pile bending moments.The effect factors under different conditions were studied.It is concluded that the soil behavior of stress and strain performance under repeated surcharge load is different from that under the static load.There is an unrecoverable r...
Keywords:passive pile  repeated surcharge load  finite element method  excess pore water pressure  residual strain  
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