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The influence of edge effects on crack propagation in snow stability tests

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Figure

Figure 1. Stress concentration from edges. An infinite plate sub-ject to a remote compressive stress (a) compared to a finite plate(b) subjected to the same stress
Figure 2. ECT and PST geometry. Shown are the slab widthheight b, slab h, length l, slope angle θ, crack length r, and the far/triggeredges of the slab.
Figure 4. Critical cut lengths (rc) for edge (PST) and CPSTs. Alltests fully propagated and were done side by side (19/12/2012; Ta-ble 1)
Table 2. Selected tests with full propagation. For an explanation of why these tests were selected see Section 3.2
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