HR: 0800h
AN: MR31C-0518 [Abstracts]
TI: Stress Transfer During Pressure Solution Compression of Neighboring Axi-Symmetric Asperities Pressed Against a Flat Semi-Infinite Solid
AU: Bernabe, Y
EM: yvb@mit.edu
AF: MIT, EAPS
room 54-722, Cambridge, MA 02139,
AU: * Evans, B
EM: brievans@mit.edu
AF: MIT, EAPS
room 54-722, Cambridge, MA 02139,
AB:
In a previous work, we developed a numerical model of compression by pressure solution (PS) of a single axi-
symmetric asperity pressed against a flat semi-infinite solid. The dissolution rate along the contact was
determined by (1) computing the normal stress distribution from the present shape of the asperity, and (2) solving
the diffusion equation inside the fluid saturated solid-solid interface, including local dissolution source terms
corresponding to the stress field previously determined. The change in shape of the asperity during an
infinitesimal time interval can then be calculated and the entire procedure repeated as many times as desired.
Our results showed that, as the contact flattens and grows during PS, the initial elastic deformation is partially
relaxed and the stress transferred from the contact centre to the edge. Our current goal is to demonstrate that,
among a population of asperities, stress can also be transferred from one contact to another and that the overall
compaction rate can be significantly affected by this process. For this purpose we extended our previous
numerical model to simulate PS of two spherical asperities simultaneously pressed against a flat semi-infinite
solid. We considered two cases: a) identical asperities with different initial (unstressed) separations with respect
to the flat solid, b) asperities with different radii of curvature and identical initial separation. In both cases, stress
was transferred from the most strained asperity to the least, and the overall PS displacement rate was
decreased. We conclude that elastic stress transfer should be taken into account in determining the overall
compaction rate, particularly for granular aggregates that are characterized by very broad distributions of both
asperity separation and radius of curvature.
DE: 5120 Plasticity, diffusion, and creep
SC: Mineral and Rock Physics [MR]
MN: 2007 Fall Meeting