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  • 标题:Research on uplift model test of single pile in sand
  • 本地全文:下载
  • 作者:Liuqing Huang ; Huibiao Ma ; Qiang Li
  • 期刊名称:E3S Web of Conferences
  • 印刷版ISSN:2267-1242
  • 电子版ISSN:2267-1242
  • 出版年度:2021
  • 卷号:293
  • 页码:1-4
  • DOI:10.1051/e3sconf/202129301033
  • 语种:English
  • 出版社:EDP Sciences
  • 摘要:This paper mainly uses the method of model test to study the ultimate uplift bearing characteristics of a single pile with different length-to-diameter ratios, mainly from the distribution laws of the uplift bearing capacity of the pile, the axial force of the pile and the side friction of the pile perform analysis. The model pile is made of PVC pipe, and resistance strain gauges are attached to both sides of the pipe. The strain value of the PVC pipe under different load conditions is measured to obtain the working behavior of the pile during the process of pulling out the pile. The result shows that the model test data is in good agreement with the numerical simulation.
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