Geomechanics and Engineering

  • 제37권2호
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  • Pages.97-107
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  • 2024
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Pile tip grouting diffusion height prediction considering unloading effect based on cavity reverse expansion model

  • Jiaqi Zhang (Department of Geotechnical Engineering, Tongji University) ;
  • Chunfeng Zhao (Department of Geotechnical Engineering, Tongji University) ;
  • Cheng Zhao (Department of Geotechnical Engineering, Tongji University) ;
  • Yue Wu (School of Civil Engineering, Chongqing Jiaotong University) ;
  • Xin Gong (Institute of Civil Engineering, Jinggangshan University)
  • 투고 : 2022.09.18
  • 심사 : 2023.12.30
  • 발행 : 2024.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

The accurate prediction of grouting upward diffusion height is crucial for estimating the bearing capacity of tip-grouted piles. Borehole construction during the installation of bored piles induces soil unloading, resulting in both radial stress loss in the surrounding soil and an impact on grouting fluid diffusion. In this study, a modified model is developed for predicting grout diffusion height. This model incorporates the classical rheological equation of power-law cement grout and the cavity reverse expansion model to account for different degrees of unloading. A series of single-pile tip grouting and static load tests are conducted with varying initial grouting pressures. The test results demonstrate a significant effect of vertical grout diffusion on improving pile lateral friction resistance and bearing capacity. Increasing the grouting pressure leads to an increase in the vertical height of the grout. A comparison between the predicted values using the proposed model and the actual measured results reveals a model error ranging from -12.3% to 8.0%. Parametric analysis shows that grout diffusion height increases with an increase in the degree of unloading, with a more pronounced effect observed at higher grouting pressures. Two case studies are presented to verify the applicability of the proposed model. Field measurements of grout diffusion height correspond to unloading ratios of 0.68 and 0.71, respectively, as predicted by the model. Neglecting the unloading effect would result in a conservative estimate.

키워드

과제정보

The authors are deeply grateful for the financial support of the National Natural Science Foundation of China (Grant Nos. 42377151, and 02302340428), the Natural Science Foundation of Chongqing (CSTB2023NSCQ-BHX0149), the China Postdoctoral Science Foundation (2023MD734112). The comments of the anonymous reviewers have improved the quality of this paper and are also gratefully acknowledged.

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