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International Symposium on Mitigative Measures against Snow ...

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<str<strong>on</strong>g>Internati<strong>on</strong>al</str<strong>on</strong>g> <str<strong>on</strong>g>Symposium</str<strong>on</strong>g> <strong>on</strong> <strong>Mitigative</strong> <strong>Measures</strong> <strong>against</strong> <strong>Snow</strong> Avalanches<br />

Egilsstaðir, Iceland, March 11–14, 2008<br />

Table 1 Causes of damages to avalanche defence works in the starting z<strong>on</strong>e and average<br />

costs of repair.<br />

Causes for damage Impact <strong>on</strong> the defence work<br />

a) Overload caused by<br />

snow pressure<br />

b) Overload caused by<br />

avalanches<br />

c) Insufficient slope<br />

stability<br />

Deformati<strong>on</strong> and breaking of comp<strong>on</strong>ents of the snow<br />

bridges<br />

Deformati<strong>on</strong> and breaking of comp<strong>on</strong>ents of the snow<br />

bridges<br />

Average costs for<br />

repair since 1996 for<br />

100 km of snow<br />

bridges [€/year]<br />

1.000 €<br />

8.000 €<br />

Slip of the foundati<strong>on</strong> 13.500 €<br />

d) Rock fall Damage or destructi<strong>on</strong> of parts (comp<strong>on</strong>ents) of the<br />

snow bridge.<br />

e) Unsatisfactory<br />

building quality<br />

3.500 €<br />

Destructi<strong>on</strong> of anchorage or slip of foundati<strong>on</strong> 2.500 €<br />

f) corrosi<strong>on</strong> Loss of stability by wear. 0 €<br />

Figure 2a Damages (failure) of snow bridges (protecti<strong>on</strong> work in the staring z<strong>on</strong>e) due to<br />

overload caused by snow pressure (left), overload due to avalanches (middle) and<br />

insufficient slope stability (right).<br />

Damages due to overload primarily occur in lee z<strong>on</strong>es due to excessive accumulati<strong>on</strong> of snow<br />

drift. Mainly the upper most beams are deformed. Due to this deformati<strong>on</strong>, the beam looses its<br />

power of resistance and may fail. Damages caused by avalanches occur in areas where<br />

unprotected parts in the starting z<strong>on</strong>e still exist. The costs for repair may be especially high in<br />

areas where slope movements occur due to insufficient slope stability. Especially shallow<br />

seated movements turn out to be problematic as the foundati<strong>on</strong> slips away while deep<br />

reaching anchorage stays stable. Rock fall may fill up storage room of snow bridges and cause<br />

overload of the supporting c<strong>on</strong>structi<strong>on</strong>. Extreme rock fall events may trigger the failure and<br />

destructi<strong>on</strong> of avalanche defence works. Unsatisfactory building quality is often due to insufficient<br />

length and stability of anchorage. If the foundati<strong>on</strong> of the supporting pole is dug too<br />

shallow it may easily slip away.<br />

26 Life cycle management for technical avalanche protecti<strong>on</strong> systems

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