Impact force to a rigid obstruction from a granular mass sliding down a smooth incline

Amir Ahmadipur, Tong Qiu

Research output: Contribution to journalArticle

5 Citations (Scopus)

Abstract

The impact force to a rigid obstruction from a granular mass sliding down a smooth incline provides insights into the solid-like and fluid-like behaviors of granular avalanches and useful information for risk assessment and engineering design against landslides. In this study, a series of 2-D flume tests were performed to systematically investigate the effects of inclination angle, sliding distance, and initial relative density on the flow front velocity and impact force on a rigid obstruction. The experimental results show that for inclination angles smaller than the critical state friction angle of sand, an increase in the sliding distance and/or initial relative density results in smaller impact forces; for higher inclination angles, the trend is reversed. Based on the experimental results, an analytical equation is proposed to estimate the flow front velocity and an empirical approach is presented to estimate the maximum impact force based on elastic solid and hydrodynamic methods. The proposed equations are found to provide more accurate predictions for the maximum impact force than similar equations in the literature.

Original languageEnglish (US)
Pages (from-to)1433-1450
Number of pages18
JournalActa Geotechnica
Volume13
Issue number6
DOIs
StatePublished - Dec 1 2018

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sliding
Landslides
Risk assessment
Sand
Hydrodynamics
critical state
avalanche
Friction
Fluids
landslide
risk assessment
friction
hydrodynamics
engineering
sand
fluid
prediction
test
effect
trend

All Science Journal Classification (ASJC) codes

  • Geotechnical Engineering and Engineering Geology
  • Earth and Planetary Sciences (miscellaneous)

Cite this

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Impact force to a rigid obstruction from a granular mass sliding down a smooth incline. / Ahmadipur, Amir; Qiu, Tong.

In: Acta Geotechnica, Vol. 13, No. 6, 01.12.2018, p. 1433-1450.

Research output: Contribution to journalArticle

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