强夯法加固地基的三维有限元动力分析
- 摘 要
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童小东 蒋永生 龚维明 (东南大学土木工程学院 南京 210096)卢盛松 (河海大学土木工程学院 南京 210098)
[提要] 在强夯法加固地基的分析中,首次提出了采用单位脉冲荷载法来解决动力接触问题,并编制了三维有限元程序进行动力计算。经与实际工程资料对比,计算结果比较令人满意。
[关键词] 强夯法 单位脉冲 三维有限元法 动力计算The authors first proposed the application of the Unit Impulse Load Method to solve the dynamic contact problem in the analysis of foundation treated by heavy tamping method. The three-dimension dynamic finite element program had also been copiled to carry out the dynamic calculation. Compared with the practical engineering data, the calculated results are satisfactory.
Keywords: heavy tamping method; unit impulse; three-dimension finite-element; dynamic calculation