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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 />

The snow depth in a part of the test area became very high during several winters and the<br />

structures have become partly overfilled and heavily loaded. In additi<strong>on</strong> to the measurement<br />

results, several less<strong>on</strong>s have been learned from the performance of the structures under these<br />

c<strong>on</strong>diti<strong>on</strong>s. A part of the snow bridges from J. Martin was damaged in a storm that lifted the<br />

footplates of the structures shortly after their installati<strong>on</strong> in the fall of 1996. This was repaired<br />

by drilling anchors through the groundplates of all the posts that are mounted <strong>on</strong> groundplates.<br />

Several micropile post foundati<strong>on</strong>s in loose material failed in the Geobrugg net row<br />

during the first winter. This was repaired in the fall of 1997 by replacing the micropiles of<br />

these posts with groundplates. A part of the EI net row with a short spacing between net posts<br />

has failed, indicating a design failure in this net type. The wire rope in the top loop of <strong>on</strong>e<br />

upper anchors in the Geobrugg net row broke in 2006 indicating that an improvement in the<br />

tube shield of these anchors is desirable. Serious corrosi<strong>on</strong> problems have been encountered<br />

in all wire ropes of the Geobrugg and EI nets indicating that corrosi<strong>on</strong> protecti<strong>on</strong> of traditi<strong>on</strong>al<br />

Alpine snow nets are unsuitable for Icelandic c<strong>on</strong>diti<strong>on</strong>s. These failures have been taken into<br />

account in requirements that are made to supporting structures in Iceland which have been<br />

formulated based <strong>on</strong> the results of the experiment in Siglufjörður (Jóhanness<strong>on</strong> and Margreth,<br />

1999; Jóhanness<strong>on</strong>, 2003).<br />

Figure 1 Locati<strong>on</strong> map of the supporting structures in Grindagil in Siglufjörður showing<br />

the installed instruments (left) and a photograph of the uppermost row of steel<br />

bridges (right).<br />

3. LOAD MEASUREMENTS<br />

Tensi<strong>on</strong> in three upper anchors of the snow nets, and compressive forces and moment loads in<br />

<strong>on</strong>e net post have been measured with c<strong>on</strong>tinuously recording instruments. Maximum<br />

Jóhanness<strong>on</strong> and Hopf 145

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