Platform loading from explosions in saturated sand using a visco-plastic model

Fragblast ◽  
2006 ◽  
Vol 10 (3-4) ◽  
pp. 221-221
Author(s):  
W. G. Szymczak
Keyword(s):  
Saturated Sand ◽  
Plastic Model

Elastic-Plastic Model for Saturated Sand

1979 ◽  
Vol 105 (4) ◽  
pp. 465-480
Author(s):  
George Y. Baladi ◽  
Behzad Rohani
Keyword(s):  
Saturated Sand ◽  
Plastic Model ◽  
Elastic Plastic

STRAIN CHARACTERISTICS OF SOIL AND METHODS OF THEIR DETERMINATION

2018 ◽  
pp. 39-43
Author(s):  
K.S. Sultanov ◽  
P.V. Loginov ◽  
Z.R. Salikhova
Keyword(s):  
Dynamic Loading ◽  
Dynamic Compression ◽  
Loess Soil ◽  
Seismic Loads ◽  
Static Compression ◽  
Plastic Model ◽  
Laboratory Conditions ◽  
Coefficient Of Viscosity ◽  
Wave Problems

The method to define strain characteristics of soil under dynamic loading is proposed based on the results of experiments on dynamic compression of soils on the device for dynamic loading in laboratory conditions; the method allows solving wave problems with the statement similar to the statement of experiments. Using the proposed method, the modulus of dynamic and static compression, the modulus of unloading, the coefficient of viscosity of loess soil in the range of seismic loads are determined in accordance with elastic-visco-plastic model of soil developed by G.M.Lyakhov.

Determination of ultimate pitwall parameters in axisymmetric rigid-plastic model of rocks

2015 ◽  
Vol 51 (4) ◽  
pp. 679-688 ◽  
Author(s):  
A. I. Chanyshev ◽  
G. M. Podyminogin
Keyword(s):  
Rigid Plastic ◽  
Plastic Model
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