Volume 37 Issue 5
Oct.  2023
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Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2023  >  37(5): 553-558
Zhang Wu, Yao Xiaoxu, Zhang Bo, Guo Zhe. An Example of Foundation Pile Design under Settlement Control[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2023, 37(5): 553-558. doi: 10.3969/j.issn.1007-2993.2023.05.007
Citation: Zhang Wu, Yao Xiaoxu, Zhang Bo, Guo Zhe. An Example of Foundation Pile Design under Settlement Control[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2023, 37(5): 553-558. doi: 10.3969/j.issn.1007-2993.2023.05.007
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An Example of Foundation Pile Design under Settlement Control

doi: 10.3969/j.issn.1007-2993.2023.05.007
  • 1.

    China Academy of Building Research, Beijing 100013, China

  • 2.

    Henan Geological Investigation & Design Institute Co., Ltd., Zhengzhou 450014, Henan, China

  • Received Date: 2022-05-31
  • Accepted Date: 2022-12-09
  • Rev Recd Date: 2022-08-25
    • Available Online: 2023-10-16
  • Publish Date: 2023-10-16
    Abstract
  • Through an engineering example of optimal design of track pile foundation of a container terminal in West Africa, the displacement of pile top under load was estimated by comparing the current Chinese code method with the vertical compressive stiffness method of single pile. The engineering example shows that the vertical compressive stiffness method of single pile can simply evaluate the settlement of pile top under working load, the maximum settlement under specified test load, and the residual settlement of pile top after unloading after the maximum load, which meets the technical requirements of pile foundation settlement control in international professional standards.

     

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