On the criteria for mass flow in hoppers

Abstract The criteria which define the transition state from mass flow to funnel or plug flow in hoppers are considered. These criteria are expressed as functions of the hopper angle, granular material friction angle, and dry friction angle at the walls. The existing criteria based on exact and approximate radial stress fields are reassessed, and a new criterion for cohesionless materials is derived based on the flow pattern at the hopper outlet. Next, the dependence of the angle of internal friction on the state of stress is analyzed, and the results are implemented in the criteria for mass flow.

[1]  G. Gudehus,et al.  Finite Elements in Geomechanics , 1978 .

[2]  William G. Pariseau,et al.  Discontinuous velocity, fields in gravity flows of granular materials through slots , 1969 .

[3]  H. S. Fogler,et al.  A note on capillary model of developments for sandstone acidization , 1977 .

[4]  P. L. Bransby,et al.  Kinematics of the mass flow of granular material through a plane hopper , 1978 .

[5]  Hajime Matsuoka,et al.  STRESS-STRAIN RELATIONSHIPS OF SANDS BASED ON THE MOBILIZED PLANE , 1974 .

[6]  G. Enstad,et al.  ON THE THEORY OF ARCHING IN MASS FLOW HOPPERS , 1975 .

[7]  D. M. Walker An approximate theory for pressures and arching in hoppers , 1966 .

[8]  Radoslaw L. Michalowski,et al.  Flow of granular material through a plane hopper , 1984 .

[9]  R. L. Michalowski Strain localization and periodic flucations in granular flow processes from hoppers , 1990 .

[10]  A. W. Jenike,et al.  A theory of flow of particulate solids in converging and diverging channels based on a conical yield function , 1987 .

[11]  J. K. Walters,et al.  A theoretical analysis of stresses in axially-symmetric hoppers and bunkers , 1973 .

[12]  Radoslaw L. Michalowski,et al.  Flow of granular media through a plane parallel/converging bunker , 1987 .

[13]  D. C. Drucker,et al.  Soil mechanics and plastic analysis or limit design , 1952 .

[14]  P. C. Arnold,et al.  An analytical solution for the stress function at the wall of a converging channel , 1976 .

[15]  C. P. Wroth,et al.  The interpretation of in situ soil tests , 1984 .