Micro-mechanical analysis and modelling of granular materials loaded at constant volume

1998 ◽  
Vol 1 (3) ◽  
pp. 129-136 ◽  
Author(s):  
Philippe Dubujet ◽  
Fabian Dedecker
Keyword(s):  
Granular Materials ◽  
Mechanical Analysis ◽  
Constant Volume

Constant-volume friction angle of granular materials: Reply

1989 ◽  
Vol 26 (1) ◽  
pp. 172-172 ◽  
Author(s):  
D. Negussey ◽  
W. K. D. Wijewickreme ◽  
Y. P. Vaid
Keyword(s):  
Granular Materials ◽  
Friction Angle ◽  
Constant Volume

Unsteady Shear of Dense Assemblies of Cohesive Granular Materials under Constant Volume Conditions

2010 ◽  
Vol 49 (11) ◽  
pp. 5153-5165 ◽  
Author(s):  
Lee R. Aarons ◽  
Jin Sun ◽  
Sankaran Sundaresan
Keyword(s):  
Granular Materials ◽  
Constant Volume

The form of mechanical composition curves of soils, clays, and other granular substances

1924 ◽  
Vol 14 (4) ◽  
pp. 626-633 ◽  
Author(s):  
G. W. Robinson
Keyword(s):  
Particle Size ◽  
Granular Materials ◽  
Lower Limit ◽  
Settling Velocity ◽  
Mechanical Analysis ◽  
Common Type ◽  
Upper Limit ◽  
Plastic Materials ◽  
The Relationship

1. The mechanical analysis of a number of soils, clays, and other granular materials has been carried out by the writer's method and the results have been set out in the form of curves showing the relationship between summation percentages and logarithm of settling velocity.2. The curves obtained are smooth. This suggests that all the necessary information as to the mechanical composition of a material can be obtained by using a relatively small number of experimental points and drawing the appropriate curve. Results obtained on one scale can readily be transferred to another scale by interpolation.3. The most common type of curve is a sigmoid. The steepest portion of the curve represents the fraction present in greatest frequency. This has been termed by the writer the modal fraction. Two sub-types were found. In the case of certain heavy clays, the modal fraction appears to be at the lower end of the curve, whilst in the case of materials mechanically disintegrated the modal fraction is at the upper limit of particle size.4. Composite curves are obtained in certain cases. They may represent mixtures of different materials, or soils in the earlier stages of formation from rock.5. The lower limit of particle size appears to be represented by log in the case of normal soils and clays. In the case of certain finely divided but non-plastic materials, the lower limit appears to be in the region of . It is suggested that a better picture of the properties of soils would be obtained by taking the limit for clay at this poiDt instead of at log .6. The use of the logarithm of settling velocity as a measure of particle size is discussed and it is suggested that the use of negative logarithms might be avoided by using log (v × 107), for which the symbol Lv is proposed.

Micro-mechanical analysis on the onset of erosion in granular materials

2015 ◽  
Vol 95 (28-30) ◽  
pp. 3146-3166 ◽  
Author(s):  
H.M.D. Harshani ◽  
S.A. Galindo-Torres ◽  
A. Scheuermann ◽  
H.B. Muhlhaus
Keyword(s):  
Granular Materials ◽  
Mechanical Analysis

Multiscale Approach and Meso–Macro-Mechanical Analysis of Granular Materials

2021 ◽  
Vol 21 (6) ◽  
pp. 04021087
Author(s):  
Chao Hu ◽  
Hua-Kang Zheng ◽  
Qi-Ling Zhang ◽  
Sheng-Mei Yang ◽  
Lei Hu
Keyword(s):  
Granular Materials ◽  
Mechanical Analysis ◽  
Multiscale Approach
Sign in / Sign up

Export Citation Format

Share Document