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Digital Evaluation of Vertical Compressive Bearing Capacity for Jet Grouting Pile-Mini Steel Pipe Pile Composite Foundation

Author

Listed:
  • Xiaojun Wang
  • Zhipeng Mao
  • Wendi Wang
  • Zhihan Lv

Abstract

The jet grouting pile-mini steel pipe pile in soft soil area is composed of the jet grouting pile and the mini steel pipe pile. Through the analysis of the stress mode of the composite foundation under the overall compression of the pile top, the hypothetical diagram and calculation equation of the interfacial friction resistance distribution of the composite foundation are put forward. Thus, the calculation equation of the axial force of the mini steel pipe pile and the jet grouting pile is deduced, and the axial force distribution diagram of the mini steel pipe pile and the jet grouting pile in the composite foundation is defined. The vertical compression composite foundation in the field was selected for bearing capacity test and calculation and comparative analysis, and the relative error was 3%. Therefore, the stress mode and calculation method of the jet grouting pile-mini steel pipe pile proposed in this paper can meet the needs of engineering design and popularization and application of the composite foundation.

Suggested Citation

  • Xiaojun Wang & Zhipeng Mao & Wendi Wang & Zhihan Lv, 2022. "Digital Evaluation of Vertical Compressive Bearing Capacity for Jet Grouting Pile-Mini Steel Pipe Pile Composite Foundation," Mathematical Problems in Engineering, Hindawi, vol. 2022, pages 1-9, May.
    • Handle: RePEc:hin:jnlmpe:8499597
    DOI: 10.1155/2022/8499597
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