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

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MPa<br />

10 4<br />

10 3<br />

10 2<br />

10 1<br />

10 −5 10 −4 10 −3 10 −2 10 −1<br />

10 0<br />

Distance from tip, r (m)<br />

Figure 2.15. Log-log plot <strong>of</strong> the distribution <strong>of</strong> σ11 with distance from the model<br />

compaction b<strong>and</strong> tip: BEM anticrack solution (solid line), Eshelby inclusion solution<br />

(dashed line), crack-like contours <strong>of</strong> 1/sqrt(r) (dotted lines), dislocation-like contours <strong>of</strong><br />

1/r (dash-dot lines). At the distance r = 1 cm from the tip, the two solutions effectively<br />

coincide. As r decreases, the Eshelby solution approaches the 1/sqrt(r) distribution,<br />

although it remains finite. The BEM anticrack solution, which is composed <strong>of</strong> a step-wise<br />

distribution <strong>of</strong> constant closing-mode displacement discontinuity elements, goes to<br />

infinity as 1/r.<br />

Distance (m)<br />

0.4<br />

0.3<br />

0.2<br />

0.1<br />

0<br />

−0.1<br />

−0.2<br />

−0.3<br />

−0.4<br />

12.2 12.3 12.4 12.5 12.6 12.7 12.8 12.9 13<br />

Distance (m)<br />

Figure 2.16. Contour plot <strong>of</strong> mean normal stress at the tip <strong>of</strong> the model anticrack<br />

compaction b<strong>and</strong> (b<strong>and</strong> represented by white slot). The remote mean normal stress is 30<br />

MPa. Tick marks indicate the local orientation <strong>of</strong> the maximum principal stress.<br />

70<br />

MPa<br />

38<br />

37<br />

36<br />

35<br />

34<br />

33<br />

32<br />

31<br />

30

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