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Volume 25 Issue 4
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XIE Nenggang, SONG Xiuguang. Mechanism analysis of dynamic consolidation based on geometric non-linearity[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 472-474.
Citation: XIE Nenggang, SONG Xiuguang. Mechanism analysis of dynamic consolidation based on geometric non-linearity[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 472-474.
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Mechanism analysis of dynamic consolidation based on geometric non-linearity

  • 1.Anhui University of Technology Maanshan 243002 China 2.Shandong University Jinan 250018 China

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  • Published Date: July 24, 2003
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    • Abstract
  • During mechanism analysis of consolidation of foundation soil by heavy tamping method,this paper employs large deformation hypothesis on the relationship between strain and displacement to make a nonlinear dynamic equilibrium equation and to offer its iterative calculation form. With a practical example analyzed by nonlinear method,the general rule of soil response under dynamic compaction and an effective path to simulate consolidation mechanism precisely are obtained.
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