Journal of Modern Transportation (Jun 2018)

Analog modeling of sand slope stability with different precipitation conditions

  • Tangjin Ye,
  • Qiang Xie,
  • Ying Wang,
  • Yang An,
  • Jiang Jin

DOI
https://doi.org/10.1007/s40534-018-0163-0
Journal volume & issue
Vol. 26, no. 3
pp. 200 – 208

Abstract

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Abstract Water–sand flow triggered by rainfall is the dominant mechanism for instability and failure of sand slopes. To further analyze the stability state of sand on a slope under different rainfall conditions, the initiation conditions and flow characteristics of water–sand flows are studied. Based on the theory of equilibrium forces and hydrological dynamics, a 1:100-scale analog model is built and verified with field observation data. The results indicate three dynamic stabilization stages of the sand slope under different weather conditions: dry sand, wet sand, and water–sand flow. Water–sand flows are triggered easily under short duration and heavy rainfall conditions. The rainfall threshold required to initiate water–sand flow is 4.14 mm/h. Rainfall amount and duration required to initiate water–sand flow decrease with fine sand content increasing. A sand head that develops at the front of the water–sand flow results in a flow along the edge of the sand debris flow and a “tree root” flow morphology. Modeling results are consistent with theoretical analysis and field observations.

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