Evaluation of the Arching Effect in Cavity with Various Initial Shapes Based on Principal Stress Vector Field

Authors

  • Yuxuan Shi Department of Civil Engineering, University of Tokyo, Tokyo 1138654, Japan Author
  • Reiko Kuwano The University of Tokyo, Institute of Industrial Science, Tokyo 1538505, Japan Author

Keywords:

Sinkhole, Arching effect , Principal stress field, Singular points, Vector field, Finite element analysis

Abstract

The arching effect arises during the formation and development of underground cavities and is closely associated with the final collapse of sinkholes. When the arching effect can no longer sustain the weight of the overburden soil or move upward to the surface, where the conditions prevent its further formation, cavity collapse occurs. Therefore, identifying the top boundary of the arching effect, discerning its shape and size, and tracking its evolution throughout the sinkhole formation and development process are critical and highly anticipated tasks. This paper proposes a method for identifying the position of the arching effect in finite element analysis based on singular points where the magnitudes of principal stresses are equal within the principal stress vector field. Concurrently, the arching effect surface is visualized using the principal stress vector field and applied to several cavities with different initial shapes. The characteristics and differences in the arching effect surfaces are analyzed and compared. Results show that varying initial cavity shapes lead to different positions and forms of the arching effect, providing new insights into the study of arching effects in sinkholes.

References

Hutchinson, H. J., Nye, J. F., and Salmon, P. S. (1983). The classification of isotropic points in stress fields. Journal of Structural Mechanics, 11(3), 371–381. https://doi.org/10.1080/03601218308907448

Naqvi, S. U. A. (2020). Experimental and numerical analyses of soil arching and stability mechanism under trapdoor and underground cavity conditions (Doctoral dissertation). The University of Tokyo, Japan.

Alonso, J., Moya, M., Asensio, L., De la Morena, G., Galve, J., and Navarro, V. (2021). A catenary model for the analysis of arching effect in soils and its application to predicting sinkhole collapse. Géotechnique, 72(7), 532–542. https://doi.org/10.1680/jgeot.20.P.235

Al-Halbouni, D., Holohan, E. P., Taheri, A., Schöpfer, M. P. J., Emam, S., and Dahm, T. (2020). Geomechanical modelling of sinkhole development using distinct elements (Postprint). University of Potsdam. https://doi.org/10.25932/publishup-46843

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Published

2025-11-27

How to Cite

Evaluation of the Arching Effect in Cavity with Various Initial Shapes Based on Principal Stress Vector Field. (2025). Asian Journal of Engineering Geology, 2(Sp Issue), 345-346. https://ajeg.nseg.org.np/index.php/ajeg/article/view/154

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