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dc.contributor.authorKvisterøy, Terje
dc.date.accessioned2023-07-31T13:34:59Z
dc.date.available2023-07-31T13:34:59Z
dc.date.issued1983-06-10
dc.identifier.urihttps://hdl.handle.net/11250/3081998
dc.description.abstractThe Ryggfonn avalanche path has been instrumented to measure: deflections on a 6 m high steel mast mounted at top of the test embankment by means of weldable strain gauges; wind speed of powder snow fronts by means of a three direciton propeller based wind speed sensor; snow pressure forces on an 18 cm diameter strain gauge based load cell mounted at top of the test embankment; axial tension in three high tension cables crossing the avalanche path by means of strain gauge based in-line load cells; snow pressure forces acting upon a 4.5 m high concrete structure by means of three strain gauge based load cells totally covering the wall facing the avalanche; vertical vibration velocity by means of a seismometer mounted at the concrete structureen_US
dc.language.isoengen_US
dc.publisherNorges Geotekniske Institutten_US
dc.relation.ispartofseriesNGI-rapport;58120-03
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.subjectAvalanche-RnDen_US
dc.subjectSnøskred-FoUen_US
dc.subjectAvalancheen_US
dc.subjectInstumentationen_US
dc.subjectSnow Pressure Measurementen_US
dc.subjectRyggfonnen_US
dc.titleThe Ryggfonn project. Description of instrumentation and data registration systemen_US
dc.typeResearch reporten_US
dc.source.pagenumber16en_US
dc.relation.projectThe Ryggfonn projecten_US


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Navngivelse 4.0 Internasjonal
Except where otherwise noted, this item's license is described as Navngivelse 4.0 Internasjonal