Static compression of a granular medium: The ''soft shell'' model

被引:43
作者
DeGennes, PG
机构
[1] Collège de France, 75231 Paris Cedex 05
来源
EUROPHYSICS LETTERS | 1996年 / 35卷 / 02期
关键词
D O I
10.1209/epl/i1996-00546-1
中图分类号
O4 [物理学];
学科分类号
0702 ;
摘要
An assembly of spheroidal particles in Hertzian contact should display an elastic modulus <(mu)over bar> proportional to p(1/3) (where P is the pressure). We consider here a system where each particle (diameter d) is covered with a soft shell (thickness e, modulus mu) while the inside is rigid. This soft shell may, in practice, be an oxide layer. We then expect <(mu)over bar> similar to p(1/2) for a large range of pressures, in agreement with experiment. We also discuss the average conductance <(sigma)over bar>, assuming a small conductance in the soft shell, but ignoring tunnel effects. Then d similar to P-1/2.
引用
收藏
页码:145 / 149
页数:5
相关论文
共 6 条
[1]   ELASTIC PROPERTIES OF UNCONSOLIDATED POROUS SAND RESERVOIRS [J].
DOMENICO, SN .
GEOPHYSICS, 1977, 42 (07) :1339-1368
[2]  
Duffy J., 1957, J APPL MECH, V24, P585, DOI [10.1115/1.4011605, DOI 10.1115/1.4011605]
[3]   DECOMPACTION MODES OF A 2-DIMENSIONAL SANDPILE UNDER VIBRATION - MODEL AND EXPERIMENTS [J].
DURAN, J ;
MAZOZI, T ;
CLEMENT, E ;
RAJCHENBACH, J .
PHYSICAL REVIEW E, 1994, 50 (04) :3092-3099
[4]   NONLINEAR ELASTICITY AND PRESSURE-DEPENDENT WAVE SPEEDS IN GRANULAR MEDIA [J].
GODDARD, JD .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1990, 430 (1878) :105-131
[5]  
Johnson K.L., 1989, CONTACT MECH
[6]  
RICHART FE, 1978, VIBRATIONS SOILS F, pCH6