Interparticle Contact Behavior and Wave Propagation
- 1 October 1996
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Geotechnical Engineering
- Vol. 122 (10) , 831-839
- https://doi.org/10.1061/(asce)0733-9410(1996)122:10(831)
Abstract
The low-strain stiffness and energy dissipation in particulate materials is strongly determined by the behavior of contacts. This paper presents results of a test program designed to study the effect of contact response on the propagation of waves. Wave velocity and attenuation were measured during isotropic loading using a resonant column device at shear strains varying from γ= 10 −5 to γ= 10 −6 . Elastic, viscoplastic and brittle contact behaviors were studied with steel spheres, lead shot, and silica-kaolinite pellets. All measured velocity-stress exponents were b /2 >≈ 1/6, which is the theoretical value for spherical contacts. High-tolerance steel spheres approximated this value. Contact crushing showed the highest exponent. Theoretical analyses confirmed that several phenomena conduce to a velocity-stress exponent b /2 = 0.25: buckling of particle chains and increase in coordination number, elastoplastic behavior, and cone-plane contacts. Load and unload data for viscoplastic lead shot showed that contact deformation is the governing parameter for low-strain stiffness, regardless whether the causing mechanism was elastic deformation, creep, or yield. All measured damping-stress exponents were between κ=−0.45 for steel and κ=−0.11 for the brittle pellets, while the theoretical value for frictional Mindlin contacts is κ=−2/3. Damping showed higher sensitivity than velocity to stress and time.Keywords
This publication has 14 references indexed in Scilit:
- Stress anisotropy and wave propagation: a micromechanical viewCanadian Geotechnical Journal, 1996
- Properties of granular packings under low amplitude cyclic loadingSoil Dynamics and Earthquake Engineering, 1991
- Nonlinear elasticity and pressure-dependent wave speeds in granular mediaProceedings of the Royal Society of London. Series A: Mathematical and Physical Sciences, 1990
- Analytical study of induced anisotropy in idealized granular materialsGéotechnique, 1989
- Dynamic moduli and damping ratios for cemented sands at low strainsCanadian Geotechnical Journal, 1988
- Low Strain Dynamic Properties of Artificially Cemented SandJournal of Geotechnical Engineering, 1986
- Bodies in Contact with Applications to Granular MediaPublished by Elsevier ,1974
- On the Random Packing of SpheresThe Journal of Chemical Physics, 1964
- The Contact Problem for Viscoelastic BodiesJournal of Applied Mechanics, 1960
- Packing of Homogeneous SpheresPhysical Review B, 1929