Back to Search Start Over

Experimental study of stick-slip behaviour

Authors :
Pierre Evesque
Florence Adjemian
Source :
International Journal for Numerical and Analytical Methods in Geomechanics. 28:501-530
Publication Year :
2004
Publisher :
Wiley, 2004.

Abstract

Simple axi-symmetric uni-axial compression tests have been realized on dry loose samples of glass beads (diameters d: d = 0.2 +/- 0.05 mm, 0.75 +/- 0.1 mm, or 3 mm) and on Hostun sand under small lateral confinement, sigma(3) < 60 kPa, using different sample sizes. The experiments with the two smallest spheres (d = 0.2 and 0.75 mm) exhibit stick-slips, which are characterized by (i) a rapid release Deltaq of the deviatoric stress q and by (ii) the strain Deltaepsilon(1) separating two events. The samples which exhibit stick-slip also present a weakening of strength q(epsilon(1)) as the rate of deformation depsilon(1)/dt is increased. No stick-slip is generated during the first part of the q - epsilon(1) curve, i.e. when q grows fast with epsilon(1). Four different parameters helped us determine the statistics of Deltaq and Deltaepsilon: the lateral pressure sigma(3)', the rate of deformation depsilon(1)/dt, the sample height H, and the diameter D. The statistics do not depend on rate history. They look like exponentials in small samples and/or in (large sample + fast depsilon(1)/dt), and they look like Poissonian or Gaussian in (Large sample + small depsilon(1)/dt). This change in statistics is attributed to a varying of triggering process starting from a single random event in small samples to multiple random events. We have interpreted this change of statistics as due to some finite size effect so that the representative elementary volume shall contain at least (200)(3) grains. Localization of deformation is visible at the end of compression but cannot be detected from stick-slip statistics nor from q vs epsilon curve.

Details

ISSN :
03639061
Volume :
28
Database :
OpenAIRE
Journal :
International Journal for Numerical and Analytical Methods in Geomechanics
Accession number :
edsair.doi...........68a4a7caef474635ab3e418eb12399dd
Full Text :
https://doi.org/10.1002/nag.350