首页|期刊导航|哈尔滨工业大学学报（英文版）|Vertical dynamic response characteristics of single pile in non-homogeneous soil layers
哈尔滨工业大学学报（英文版）2008，Vol.15Issue(3)：393-398,6.
Vertical dynamic response characteristics of single pile in non-homogeneous soil layers
Vertical dynamic response characteristics of single pile in non-homogeneous soil layers
摘要
Abstract
A computational method and a mechanical model for evaluating the vertical dynamic harmonic response characteristics of a single pile embedded in non-homogeneous soil layers and subjected to harmonic loadings were established based on a certain assumption and the improved dynamic model of beam-on-Winkler foundation by using the principle of soil dynamics and structure dynamics. Both non-homogeneity of soil strata and softening effect of soil layer around the pile during vibration were simultaneously taken into account in the pro-posed computational model. It is shown through the comparative study on a numerical example that the numerical results of dynamic response of the single pile computed by the proposed method are relatively rational and can well agree with the numerical results computed from the well-known software of finite element method. Finally the parametric studies were conducted for a varied range of main parameters to discuss the effects of relevant factors on dynamic responses of the single pile embedded in non-homogeneous layered soils excited by harmonic loading with different frequencies.关键词
pile foundation/ dynamic response/ non-homogeneous soil layers/ softening effectKey words
pile foundation/ dynamic response/ non-homogeneous soil layers/ softening effect分类
建筑与水利引用本文复制引用
KONG De-sen,LUAN Mao-tian,LING Xian-zhang..Vertical dynamic response characteristics of single pile in non-homogeneous soil layers[J].哈尔滨工业大学学报（英文版）,2008,15(3):393-398,6.基金项目
Sponsored by the Post Doctor Science Foundation of China(Grant No. 20060390806 & 20060400241) （Grant No. 20060390806 & 20060400241）
the Taishan Scholar Foundation of Shandong Prov-ince and Science Development Foundation of Shandong University of Science and Technology(Grant No.05g002). （Grant No.05g002）
