Mobility in immersed granular materials upon cyclic loading
arXiv:2005.03224 · doi:10.1103/PhysRevE.102.022904
Abstract
We study the mobility of objects embedded in an immersed granular packing and subjected to cyclic loadings. In this aim, we conducted experiments using glass beads immersed in water and a horizontal plate subjected to a cyclic uplift force. Tests performed at different cyclic force frequencies and amplitudes evidence the development of three mobility regimes whereby the plate stays virtually immobile, moves up steadily or slowly creeps upwards. Results show that steady plate uplift can occur at lower force magnitudes when the frequency is increased. We propose an interpretation of this frequency-weakening behaviour based on force relaxation experiments and on the analysis of the mobility response of theoretical visco-elasto-plastic mechanical analogue. These results and analysis point out inherent differences in mobility response between steady and cyclic loadings in immersed granular materials.
This paper has been submitted to 'Physical Review E' journal on 7 May 2020
References in corpus (20)
- Transition from viscous to inertial regime in dense suspensions
- Drag induced lift in granular media
- Jamming and Fluctuations in Granular Drag
- Granular Drag on a Discrete Object: Shape Effects on Jamming
- Force and flow transition in plowed granular media
- Experimental validation of nonextensive scaling law in confined granular media
- Intrusion in heterogeneous materials: Simple global rules from complex micro-mechanics
- Creep motion of an intruder within a granular glass close to jamming
- Rheology of dense granular suspensions under extensional flow
- Low Velocity Granular Drag in Reduced Gravity
- Vortices enhance diffusion in dense granular flows
- Intruder mobility in a vibrated granular packing
- Universal relaxation dynamics of sphere packings below jamming
- Starting to move through a granular medium
- Drag acting on an intruder in a three-dimensional granular environment
- Sinking during earthquakes: Critical acceleration criteria control drained soil liquefaction
- Micromechanics of intruder motion in wet granular medium
- Internal relaxation time in immersed particulate materials
- Effective drag of a rod in fluid-saturated granular beds
- Rate-dependent drag instability in granular materials