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structural geology, propagation mechanics and - Stanford School of ...

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<strong>and</strong>s are also fairly common. Generally up to hundreds <strong>of</strong> meters in lateral extent,<br />

although some may be larger, we speculate that these holes in an otherwise pervasive CB<br />

fabric represent combinations <strong>of</strong> loading <strong>and</strong> mechanical properties not conducive to<br />

b<strong>and</strong> formation. Whether they are due primarily to small differences in porosity,<br />

cementation <strong>and</strong> cohesion, disadvantageous bedding orientations, pore-pressure<br />

variations or location within larger thrust structures remains to be deciphered. However,<br />

abundant evidence that sedimentary architecture can strongly influence CB <strong>propagation</strong><br />

(Hill, 1989; Sternl<strong>of</strong> et al., 2004; Flodin <strong>and</strong> Aydin, 2004) suggests that mechanical<br />

anisotropy related to depositional bedding, <strong>and</strong> perhaps also relative movement between<br />

adjacent cross-bed packages that alters the local stress state, might play decisive roles.<br />

(a)<br />

(b)<br />

σ 3<br />

σ 1<br />

x 3<br />

x 1<br />

x 1<br />

Figure 1.5. Schematic <strong>of</strong> anticrack-inclusion conceptual model. (a) Axisymmetric<br />

geometry <strong>of</strong> eccentric ellipsoidal b<strong>and</strong> aligned with the principal remote stresses (σ1 > σ2<br />

> σ3, compression positive). (b) Cross-sectional area <strong>of</strong> the b<strong>and</strong> (solid ellipse) relative to<br />

the pre-compacted area originally occupied by the same detrital grains (dashed ellipse).<br />

Net inward movement <strong>of</strong> the boundary (u1) during uniaxial compaction corresponds to a<br />

closing-mode (anti-mode I) sense <strong>of</strong> displacement. Their extreme eccentricity (~ 1)<br />

allows compaction b<strong>and</strong>s to be modeled as anticracks (adapted from Sternl<strong>of</strong> et al., 2005).<br />

23<br />

u 1<br />

x 2<br />

x 2<br />

σ 2

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