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Basic Study on Mechanism of Cave-in in Road through Laboratory Model Tests

실내모형시험을 통한 도로함몰 매커니즘에 대한 기초적 연구

  • Received : 2016.05.12
  • Accepted : 2016.09.06
  • Published : 2016.10.17

Abstract

PURPOSES : This study identifies the causes and the mechanism of the occurrence of underground cavities. METHODS : A case study on cave-in and a series of model tests with a small soil chamber were conducted. RESULTS : A hypothesis about the mechanism of the cave-in in road was established, and the basic influencing factors on underground cavity expansion were identified. CONCLUSIONS : It was found that the characteristics of shear strength of soil and direction of water flow had a larger influence on cavity formation and expansion than the characteristics of internal erosion. In addition, large cavities suddenly expanded when cavities were caused owing to breakage of buried sewer pipe.

Keywords

References

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  1. A Study for Improvement the Subsurface Cavity Management Grade Using Deflection Ratio vol.20, pp.6, 2018, https://doi.org/10.7855/IJHE.2018.20.6.117