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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 />

As menti<strong>on</strong>ed earlier in this text, water and moisture plays a major role in the c<strong>on</strong>structi<strong>on</strong> in<br />

projects like these. It is therefore very important to keep water away from the pits so an<br />

otherwise decent material is not made unsuitable for c<strong>on</strong>structi<strong>on</strong>. Likewise, the fills in the<br />

dams must be kept in such a state that water always has a safe passage off the surfaces.<br />

6. CONCLUSIONS<br />

Several avalanche protecti<strong>on</strong> dams have been c<strong>on</strong>structed in Iceland over the last decade. The<br />

main c<strong>on</strong>structi<strong>on</strong> material so far is scree material. Scree material is extremly vulnerable and<br />

sensitive to moisture. It can not be compacted unless the moisture c<strong>on</strong>tent is suitable for<br />

compacti<strong>on</strong>. If that is not the case, access must be made to alternative fill material that can<br />

functi<strong>on</strong> as drainage layer and for c<strong>on</strong>structi<strong>on</strong> traffic to operate <strong>on</strong>. Surface and ground<br />

water must be diverted away from the material both in pits and in the fill and trenches must be<br />

excavated to maintain safe ground water levels under the dam fills. Experience has shown<br />

that <strong>on</strong>ly during 3 m<strong>on</strong>ths of summer c<strong>on</strong>structi<strong>on</strong> with scree material is effective.<br />

Reinforced fills have been utilized in avalanche protecti<strong>on</strong> in Iceland using two types of<br />

systems. When choosing the appropriate systems, factors like appearance and aesthetics as<br />

well as technical and geotechnical factors must be c<strong>on</strong>sidered. Furthermore, compatibility<br />

between the fr<strong>on</strong>t wall and the reinforcing system must be ensured. It is also important to<br />

allow sufficient width of top of dams.<br />

ACKNOWLEDGEMENT<br />

The author wants to thank Jón Haukur Steingrímss<strong>on</strong> and Þröstur Grétarss<strong>on</strong> for valuable<br />

assistance in writing this article.<br />

REFERENCES<br />

Björnss<strong>on</strong>, B.J. 1998. Snjóflóðavarnir Siglufirði, Strengsgilsgarður og Jörundarskálargarður –<br />

jarðfræðirannsóknir (in Icelandic).<br />

Jóhanness<strong>on</strong>, Þ. 2008. Pers<strong>on</strong>al communicati<strong>on</strong><br />

Línuhönnun. 1998. Snjóflóðavarnir Flateyri – verklokaskýrsla (in Icelandic)<br />

Línuhönnun. 1999a. Snjóflóðavarnir Siglufirði, Strengsgilsgarður og Jörundarskálargarður –<br />

verklokaskýrsla (in Icelandic)<br />

Línuhönnun. 1999b. Neskaupstaður – Valkostagreining (in Icelandic), memo to FSR<br />

Skúlas<strong>on</strong>, J. 2007. Snjóflóðavarnir Búðargil á Bíldudal – efnisrannsóknir (in Icelandic)<br />

Verkfræðistofa Austurlands. 2000. Snjóflóðavarnir á Brún – Jarðtæknirannsóknir vegna garðs<br />

á Brún (in Icelandic).<br />

VST. 1996. Snjóflóðavarnir Flateyri – jarðfræðirannsóknir (in Icelandic)<br />

Indriðas<strong>on</strong> 195

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