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考虑径向非匀质性的层状地基中摩擦桩动力阻抗研究
引用本文:王海东,费模杰,尚守平,卢华喜.考虑径向非匀质性的层状地基中摩擦桩动力阻抗研究[J].湖南大学学报(自然科学版),2006,33(4):6-11.
作者姓名:王海东  费模杰  尚守平  卢华喜
作者单位:1. 湖南大学,土木工程学院,湖南,长沙,410082
2. 二十三冶建设集团有限公司,湖南,长沙,410007
基金项目:国家自然科学基金资助项目(50278033,505780062),教育部科学技术研究重点项目(重点03122)
摘    要:采用考虑了桩周土的非匀质性的Novak薄层法计算桩土相互作用的方法,对考虑径向非匀质性的层状地基中摩擦桩竖向动力阻抗的简化计算方法进行了研究,得到了相应的计算公式.并分析了桩周土非匀质性、泊松比、频率等因素对单桩竖向动力阻抗的影响.分析结果表明:非匀质区刚度与匀质区刚度比对单桩竖向动力阻抗基本无影响,泊松比、非匀质区大小则有较大影响.

关 键 词:层状地基  径向非匀质地基  桩土竖向相互作用  Novak薄层法  阻抗
文章编号:1000-2472(2006)04-0006-06
收稿时间:12 19 2005 12:00AM
修稿时间:2005-12-19

Research on the Vertical Dynamic Impedance of Floating Pile Considering Radially Inhomogeneous Layered Soil
WANG Hai-dong,FEI Mo-jie,SHANG Shou-ping,LU Hua-xi.Research on the Vertical Dynamic Impedance of Floating Pile Considering Radially Inhomogeneous Layered Soil[J].Journal of Hunan University(Naturnal Science),2006,33(4):6-11.
Authors:WANG Hai-dong  FEI Mo-jie  SHANG Shou-ping  LU Hua-xi
Affiliation:1.College of Civil Engineering, Hunan Univ, Changsha, Hunan 410082, China; 2. Ershishan Ye Construction Group Co. Ltd, Hunan, Changsha 410007,China
Abstract:On the basis of the research on the simple analytical computation on the vertical dynamic impedance of single-pile,Novak layer method,which applies the computation of the dynamic impedance to vertical vibration for radially inhomogeneous soil,was introduced to analyze vertical dynamic pile-soil interaction.The simple analytical computation on the vertical dynamic impedance of floating pile in layered soil was studied.The study included the radial inhomogeneity of soil,and the computing formula of vertical dynamic impedance of floating pile was obtained.Based on the computing formula,it was found that the stiffness ratio of the inhomogeneous soil to the homogeneous soil had little effect on the vertical dynamic impedance of floating pile and the size of the inhomogeneous zone and Poisson's ratio had some effect on the vertical dynamic impedance of floating pile.
Keywords:layered soil  radially inhomogeneous soil  vertical dynamic pile-soil interaction  Novak layer method  impedance  
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