Abstract

The run-out of high speed granular masses or avalanches along mountain streams, till their arrest, is analytically modeled. The power balance of a sliding granular mass along two planar sliding surfaces is written by taking into account the mass volume, the slopes of the surfaces, the fluid pressure and the energy dissipation. Dissipation is due to collisions and displacements, both localized within a layer at the base of the mass. The run-out, the transition from the first to the second sliding surface and the final run-up of the mass are described by Ordinary Differential Equations (ODEs), solved in closed form (particular cases) or by means of numerical procedures (general case). The proposed solutions allow to predict the run-up length and the speed evolution of the sliding mass as a function of the involved geometrical, physical and mechanical parameters as well as of the simplified rheological laws assumed to express the energy dissipation effects. The corresponding solutions obtained according to the Mohr-Coulomb or Voellmy resistance laws onto the sliding surfaces are recovered as particular cases. The run-out length of a documented case is finally back analysed through the proposed model.

Highlights

  • Great attention receives in scientific community the study of kinematic mechanisms of the flow of viscous fluid [1] or the chaotic movement of granular masses [2], because their destroying effects, often related to increasing anthropization of piedmont areas

  • More complex resistance laws should be taken into account [5] to describe the rapid sliding of granular masses because high speed relative motion and collisions between solid grains take place within a basal shear layer, causing a fluidification effect coupled with energy dissipations [6]

  • The proposed model gets a run-out length equal to that one obtainable if the M-C resistance criterion is assumed at the base (r = 1); by assuming r = 3.7, the computed run-out length is equal to the one estimated if the V criterion is applied at the base of the sliding mass

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Summary

Introduction

Great attention receives in scientific community the study of kinematic mechanisms of the flow of viscous fluid [1] or the chaotic movement of granular masses [2], because their destroying effects, often related to increasing anthropization of piedmont areas. More complex resistance laws should be taken into account [5] to describe the rapid sliding of granular masses because high speed relative motion and collisions between solid grains take place within a basal shear layer, causing a fluidification effect coupled with energy dissipations [6]. It is not conceptually justifiable the reduction of the shear resistance angle, due to the high mobility of the grains [7] if the corresponding energy dissipation is not taken into account.

Analytical Model
Transfer and Dissipation of Energy
Effects of Interstitial Pressures
Sliding along the First Slope
Acceleration and limit rate
Transition from the First to the Second Slope
Mathematical Model
Premise
Coefficients
Results
Back analysis
Concluding remarks

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