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桩基础极限承载力影响因子的灰色关联分析
引用本文:甄红锋,赵丙峰,刘冬峰.桩基础极限承载力影响因子的灰色关联分析[J].山东农业大学学报(自然科学版),2006,37(3):409-411.
作者姓名:甄红锋  赵丙峰  刘冬峰
作者单位:1. 河海大学,江苏,南京,210098;山东水利职业学院,山东,日照,276826
2. 山东水利职业学院,山东,日照,276826
摘    要:利用灰色理论,对影响桩基础极限承载力的因子:桩周土容重、压缩模量、粘滞力、内摩擦角以及桩长和桩径进行灰色关联分析。分析结果表明:对桩基极限承载力影响最大的因子是桩周土粘滞力,其次是土的压缩模量、桩体的长度、桩底直径、土的内摩擦角,影响最小的因子是桩周土容重。

关 键 词:桩基础  承载力:灰色关联分析
文章编号:1000-2324(2006)03-0409-03
收稿时间:2005-06-10
修稿时间:2005年6月10日

GREY CORRELATION ANALYSIS FOR INFLUENCING FACTORS OF ULTIMATE BEARING CAPACITY OF PILE FOUNDATION
ZHEN Hong feng,ZHAO Bing-feng,LIU Dong-feng.GREY CORRELATION ANALYSIS FOR INFLUENCING FACTORS OF ULTIMATE BEARING CAPACITY OF PILE FOUNDATION[J].Journal of Shandong Agricultural University,2006,37(3):409-411.
Authors:ZHEN Hong feng  ZHAO Bing-feng  LIU Dong-feng
Institution:1. Hohai University,Nanjing 210098;2. Shandong Occupational college of water Consrevancy ,Rizhao 276826 China
Abstract:The influencing factors of ultimate bearing capacity of pile foundation are analyzed by Grey Sys- tern Theory suth as bulk density of soil around pile,soil compression modulus,cohesion,internal friction angle, pile length and pile diameter.The analysis result shows that the first factor influencing ultimate capacity of pile foundation is soil cohesion;the following are soil compression modulus,pile diameter,pile length and internal friction angle.Bulk density of soil around pile has the least influence.
Keywords:Pile foundation  Bearing capacity  Grey correlation analysis  
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