Determination of the coefficient of lateral pressure

1985 ◽  
Vol 24 (11) ◽  
pp. 804-806
Author(s):  
V. F. Zinchenko ◽  
S. A. Belov
Keyword(s):  
Lateral Pressure ◽  
Coefficient Of Lateral Pressure

scholarly journals On the Coefficient of Lateral Pressure of Various Metal Powders

1975 ◽  
Vol 22 (7) ◽  
pp. 205-212 ◽  
Author(s):  
Kunio Okimoto ◽  
Tomio Sato ◽  
Toshio Yamakawa
Keyword(s):  
Lateral Pressure ◽  
Metal Powders ◽  
Coefficient Of Lateral Pressure

Experimental determination of the lateral pressure coefficient in the die of a compacting press by the method of optically active inserts

1974 ◽  
Vol 8 (8) ◽  
pp. 496-499
Author(s):  
V. A. Belousov ◽  
�. �. Kol'man-Ivanov ◽  
I. E. Semenov-Ezhov ◽  
N. A. Stepanov ◽  
I. P. Sukharev
Keyword(s):  
Experimental Determination ◽  
Lateral Pressure ◽  
Pressure Coefficient ◽  
Optically Active ◽  
Lateral Pressure Coefficient

scholarly journals Determination of Phase-Eigenvalues by Rational Factorization and Enhanced Simulation of Two-Phase Mass Flow

2019 ◽  
Vol 2 (2) ◽  
pp. 61-77
Author(s):  
Puskar R. Pokhrel ◽  
Bhadra Man Tuladhar
Keyword(s):  
Fluid Dynamics ◽  
Debris Flows ◽  
Lateral Pressure ◽  
Solid Phase ◽  
Fluid Phase ◽  
Factorization Method ◽  
Phase Interaction ◽  
Two Phase ◽  
Simulation Results

In this paper, we present simple and exact eigenvalues for both the solid- and fluid-phases of the real two-phase general model developed by Pudasaini (2012); we call these phase-eigenvalues, the solid- phase-eigenvalues and the fluid-phase-eigenvalues. Results are compared by applying the derived phase- eigenvalues that incorporate the phase-interactions in the two-phase debris movements against the simple and classical solid and fluid eigenvalues without any phase interaction. We have constructed several different set of eigenvalues including the coupled phase eigenvalues by using rational factorization method. At first, we consider for general debris height; factorizing the solid and fluid lateral pressure contributions by considering the negligible pressure gradient; negligible solid lateral pressure; negligible fluid lateral pressure; negligible solid and fluid lateral pressure. Secondly, for a thin debris ow height, we also construct the fourth set of eigenvalues in three different cases. These phase-eigenvalues incorporate strong interaction between the solid and fluid dynamics. The simulation results are produced by taking all these different sets of coupled phase-eigenvalues and are compared with the classical uncoupled set of solid and fluid eigenvalues. The results indicate the importance of phase-eigenvalues and supports for a complete description of the phase- eigenvalues for the enhanced description of real two-phase debris flows and landslide motions.

Tribomechanical method of computing coefficient of lateral pressure at compacting dispersed materials with cohesive bonding

2013 ◽  
Vol 34 (6) ◽  
pp. 444-449
Author(s):  
V. G. Barsukov ◽  
B. Krupich ◽  
V. V. Barsukov
Keyword(s):  
Lateral Pressure ◽  
Coefficient Of Lateral Pressure

Coefficient of lateral pressure of clays under long-term loading

1973 ◽  
Vol 10 (5) ◽  
pp. 347-348 ◽  
Author(s):  
V. A. Mizyumskii
Keyword(s):  
Lateral Pressure ◽  
Coefficient Of Lateral Pressure

Coefficient of lateral pressure of soils

1973 ◽  
Vol 10 (5) ◽  
pp. 349-350
Author(s):  
N. N. Maslov
Keyword(s):  
Lateral Pressure ◽  
Coefficient Of Lateral Pressure

The coefficient of lateral pressure

1969 ◽  
Vol 8 (5) ◽  
pp. 359-362 ◽  
Author(s):  
G. M. Zhdanovich
Keyword(s):  
Lateral Pressure ◽  
Coefficient Of Lateral Pressure
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