dc.contributor.author | Kvisterøy, Terje | |
dc.date.accessioned | 2023-07-31T13:34:59Z | |
dc.date.available | 2023-07-31T13:34:59Z | |
dc.date.issued | 1983-06-10 | |
dc.identifier.uri | https://hdl.handle.net/11250/3081998 | |
dc.description.abstract | The 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 structure | en_US |
dc.language.iso | eng | en_US |
dc.publisher | Norges Geotekniske Institutt | en_US |
dc.relation.ispartofseries | NGI-rapport;58120-03 | |
dc.rights | Navngivelse 4.0 Internasjonal | * |
dc.rights.uri | http://creativecommons.org/licenses/by/4.0/deed.no | * |
dc.subject | Avalanche-RnD | en_US |
dc.subject | Snøskred-FoU | en_US |
dc.subject | Avalanche | en_US |
dc.subject | Instumentation | en_US |
dc.subject | Snow Pressure Measurement | en_US |
dc.subject | Ryggfonn | en_US |
dc.title | The Ryggfonn project. Description of instrumentation and data registration system | en_US |
dc.type | Research report | en_US |
dc.source.pagenumber | 16 | en_US |
dc.relation.project | The Ryggfonn project | en_US |