文章摘要
向泽华, 胡焕校, 吴高权.强夯作用下土体动力特性的数值模拟Journal of Water Resources and Water Engineering[J].,2015,26(6):207-211
强夯作用下土体动力特性的数值模拟
Numerical simulation of dynamic characteristics of soil under role of strong compaction
  
DOI:10.11705/j.issn.1672-643X.2015.06.039
中文关键词: 弹塑性模型  强 夯  有限元法  土体动力特性
英文关键词: eslastic-ptastic model  dynamic compaction  finite element method  dynamic characteristics of soil
基金项目:
Author NameAffiliation
XIANG Zehua, HU Huanxiao, WU Gaoquan (中南大学 地球科学与信息物理学院 长沙 410083) 
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中文摘要:
      为了更加深入研究在强夯过程中夯锤与地基土的相互作用,运用有限元法模拟了整个强夯过程。在模拟过程中采用ANSYS/LS-DYNA有限元软件,同时将材料的非线性、大变形等因素考虑到模拟过程中,得到强夯过程中土体动应力和位移的变化曲线,并总结其变化规律和分布特征。数值模拟的结果与施工现场的实验数据基本一致,可以为强夯的设计与施工提供参考依据。
英文摘要:
      In order to further study the interaction between hammer and soil in the process of dynamic compaction, the paper used the finite element method to simulate the whole process.In the process of simulation, it adopted the finite element software ANSYS/LS - DYNA and thought the factors such as material nonlinear, large deformation and etc.Finally it got the variable curves of dynamic stress and displacement of soil with in the process of dynamic compaction and summarized the variable rule and distributing characteristics. The results of numerical simulation are basically consistent with the experimental data at the construction site.The rsult can provide reference for the design and construction of dynamic compaction.
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