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分层饱和土中横向受荷桩动力阻抗分析方法
引用本文:张玉红,王忠建,曾小明.分层饱和土中横向受荷桩动力阻抗分析方法[J].水运工程,2004(11):13-16.
作者姓名:张玉红  王忠建  曾小明
作者单位:佛山大学,广东,佛山,528000
基金项目:国家自然科学基金资助项目(59978038),国土资源部岩土工程开放研究实验室资助项目(KF016)。
摘    要:考虑饱和土的成层性和孔隙流体与土骨架变形的相互作用,用积分变换方法构建盘面和柱面荷载作用下土体与结构动力相互作用影响函数,用边界元方法建立相应的考虑饱和土成层性的地基与桩基础动力相互作用分析方法。以层状饱和土中横向受荷桩动力阻抗分析表明分析方法的可行性。

关 键 词:层状饱和土  边界元方法  动力相互作用  动力阻抗
文章编号:1002-4972(2004)11-0013-04
修稿时间:2004年6月1日

Analysis Procedures of Dynamic Impedance of Laterally Loaded Pile in Layered Fluid-saturated Soil
ZHANG Yu-hong,WANG Zhong-jian,ZENG Xiao-ming.Analysis Procedures of Dynamic Impedance of Laterally Loaded Pile in Layered Fluid-saturated Soil[J].Port & Waterway Engineering,2004(11):13-16.
Authors:ZHANG Yu-hong  WANG Zhong-jian  ZENG Xiao-ming
Abstract:The soil was treated as a layered two-phase mixture and the interactive influence of fluid flow and solid deformation was considered. The influence functions of dynamic interaction between saturated soils and structure with disk and barrel loading are obtained. Theoretical procedure of the dynamic interaction with pile and layered fluid-saturated soils is developed by an indirect boundary element method. Finally, dynamic impedance of piles in layered fluid-saturated soils is performed, which can prove the present method true.
Keywords:layered saturated soil  boundary element method  dynamic interaction  dynamic impedance
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