structural geology, propagation mechanics and - Stanford School of ...
structural geology, propagation mechanics and - Stanford School of ...
structural geology, propagation mechanics and - Stanford School of ...
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concentration <strong>of</strong> quartz plasticity within the b<strong>and</strong>s <strong>and</strong> the spatial uniformity <strong>of</strong> the<br />
plastic strain thereby accommodated; <strong>and</strong> the apparent distribution <strong>of</strong> perturbed<br />
compressive stress that suggests grain damage could only occur within a few cm <strong>of</strong> the<br />
tip.<br />
Ultimately, we anticipate that more refined microscopic examinations will reveal the<br />
presence <strong>of</strong> a near tip CB process zone defined by quartz grain damage <strong>and</strong> incipient<br />
plasticity, <strong>and</strong> that the diameter <strong>of</strong> this s<strong>of</strong>tened damage zone may correlate to a<br />
maximum attainable b<strong>and</strong> thickness independent <strong>of</strong> trace length. Certainly, most <strong>of</strong> the<br />
uniform inelastic compaction accommodated within a CB occurs well behind the tip-line<br />
in an environment <strong>of</strong> reduced compressive stress that would seem to preclude thickening<br />
<strong>of</strong> the b<strong>and</strong> by lateral <strong>propagation</strong> into undamaged s<strong>and</strong>stone. We suggest that the<br />
characteristically elliptical pr<strong>of</strong>ile <strong>of</strong> an isolated b<strong>and</strong> could be due primarily to relatively<br />
rapid mechanical <strong>propagation</strong> <strong>of</strong> the tip-line, compared to relatively slow processes <strong>of</strong><br />
plastic relaxation <strong>and</strong> collapse that lead to progressive thickening within the rind <strong>of</strong><br />
damaged grains left in its wake.<br />
In terms <strong>of</strong> the bulk material <strong>and</strong> stress-strain conditions conducive to compaction<br />
localization in s<strong>and</strong>stone, as well as the mechanical characteristics <strong>of</strong> the phenomenon,<br />
this analysis <strong>of</strong> natural CBs in the Aztec s<strong>and</strong>stone presents a scenario seemingly at odds<br />
with results <strong>and</strong> interpretations reported in the recent experimental <strong>and</strong> theoretical rock<br />
<strong>mechanics</strong> literature. Firstly, regarding material <strong>and</strong> load conditions, we underst<strong>and</strong> the<br />
phenomenon to have occurred in well consolidated, saturated, but essentially uncemented<br />
s<strong>and</strong>stone at moderate mean compressive stresses consistent with burial <strong>of</strong> less than 2.5<br />
km in a thrust-faulting tectonic regime. Laboratory efforts to induce compaction<br />
localization in triaxial experiments have tended to focus on moderately to well-cemented<br />
s<strong>and</strong>stones (e.g. Berea, Bentheim <strong>and</strong> Castlegate) generally subjected to much greater<br />
confining pressures reaching as high as 300 MPa (e.g. Wong et al., 2001), which is<br />
equivalent to more than 12 km <strong>of</strong> overburden <strong>and</strong> enough to induce brittle-ductile<br />
transition behavior. The grain-scale textures <strong>of</strong> compaction resulting from such<br />
experiments also tend to involve intense grain crushing <strong>and</strong> comminution far in excess <strong>of</strong><br />
that observed in natural CBs.<br />
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