Article Collection
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Year Descending
An in-situ free-fall piezocone penetrometer for characterizing soft and sensitive clays at Finneidfjord (Northern Norway) : Free-fall CPTU at FinneidfjordArticleSteiner, A., L'Heureux, J.-S., Kopf, A., Vanneste, M., Longva, O., Lange, M., Haflidason, H. In Y. Yamada et al. (Eds.), Submarine Mass Movements and Their Consequences: 5th International Symposium. Advances in Natural and Technological Hazards Research, vol. 31 (pp. 99-109). Dordrecht: Springer.2011
Investigations of slides at the upper continental slope off Vesterålen, North Norway. : Landslides on Vesterålen marginArticleRise, L., Chand, S., Haflidason, H., L'Heureux, J.-S., Hjelstuen, B.O., Bellec, V., Longva, O., Brendryen, J., Vanneste, M., Bøe, R.In Y. Yamada et al. (Eds.), Submarine Mass Movements and Their Consequences: 5th International Symposium. Advances in Natural and Technological Hazards Research, vol. 31 (pp. 167-176). Dordrecht: Springer. 2011
Identification of weak layers and their role for the stability of of slopes at Finneidfjord, Northern Norway.ArticleL'Heureux, J.-S. Longva, O. Steiner, A. Hansen, L. Vardy, M.E. Vanneste, M. Haflidason, H. Brendryen, J. Kvalstad, T.J. Forsberg, C.F. Chand, S. Kopf, A.In Y. Yamada et al. (Eds.), Submarine Mass Movements and Their Consequences: 5th International Symposium. Advances in Natural and Technological Hazards Research, vol. 31 (pp. 321-330). Dordrecht: Springer. 2011
Evaluating gas-generated pore pressure with seismic reflection data in a landslide-prone area: an example from Finneidfjord, Norway.ArticleMorgan, E.C. Vanneste, M. Longva, O. Lecomte, I. Mcadoo, B. Baise, L.In D.C. Mosher et al. (Eds.), Submarine Mass Movements and Their Consequences, 4th International Symposium. Advances in Natural and Technological Hazards Research, vol. 28 (pp. 399-410). Springer.2010
Mapping quick-clay sites for geohazard assessment: the Finneidfjord case study, Norway.ArticleLecomte, I. Bano, M. Hamran,S.-E. Dalsegg, E. Nielsen, K.M.Paper to: European Meeting of Environmental and Engineering Geophysics, Krakow, Poland 2008. Proceedings, Near Surface 2008. 4p. 2008
Probability risk assessment of landslides: A case study at Finneidfjord.ArticleCassidy, M.J. Uzielli, M. Lacasse, S.Canadian Geotechnical Journal, Vol. 45, No. 9, pp. 1250-1267.2008
Asphalt core embankment dams: recent case studies and research.ArticleHøeg, K. Valstad, T. Kjærnsli, B. Ruud, A.M.International Journal on Hydropower and Dams, Vol. 13, No. 5, pp. 112-119.2007
Stability and breaching of embankment dams: field tests on 6 m high dams.ArticleHøeg, K., Løvoll, A., Vaskinn, K.A.International Journal on Hydropower and Dams, Vol. 11, No. 1. 5p.2004
The role of free gas in the activation of submarine slides in Finneidfjord.ArticleBest, A.I. Clayton, C.R.I. Longva, O. Szuman, M.Submarine Mass Movements and Their Consequences, 1st International Symposium, Nice 2003. Proceedings, pp. 491-498. 2003
Observations on water level fluctuations in snow due to rain and snowmeltArticleHestnes, E., Bakkehøi, S. International Conference Avalanches and Related Subjects. Kirovsk, Russia 1996. Proceedings, pp. 115-120. NGI rapport 582000-13, NGI rapport 582000-14 (... An illustrated review of basic characteristics) Alt. tittel: Observations on water-level fluctuations in snow due to rain and snowmelt1996
Dam construction for Norway's largest hydropower reservoir.ArticleKarlsen, L.E. Krogh, R.M. Johansen, P.M.International Journal on Hydropower and Dams, Vol. 2, No. 3, pp. 27-30.1995
Prediction of slushflow hazard. Objectives and procedures of an ongoing research project in Rana, North Norway.ArticleHestnes, E. Bakkehøi, S.International Chamonix Symposium. Chamonix 1995. Proceedings, pp. 335-340 NGI Rapport 582000-111995
Tetting av karst, damfundament Storglomvatn. : Grouting of karstic foundation of Storglomvatn Dam.ArticleJohansen, P.M.Fjellsprengningsteknikk - bergmekanikk - geoteknikk. Oslo 1994, pp. 23.1 - 23.6. Trondheim, Tapir.1994
Geo-radar in tunnelling - the tunnel radar.ArticleWesterdahl, H. Austvik, R. Kong, F.N.International Conference on Ground Penetrating Radar, 4. Rovaniemi 1992. Geological Survey of Finland. Special paper, 16, pp. 41-45.1992
Support needs compared at the Svartisen road tunnel.ArticleLøset, F.Tunnels and Tunnelling, Vol. 24, No. 6. 3p.1992
Ingeniørgeologi, utsprengning og sikring ved Svartisen kraftverk. : Engineering geology, excavation and support at Svartisen Hydropower Plant.ArticleLøset, F. Barstein, J. Moen, P.A.Fjellsprengningsteknikk - bergmekanikk - geoteknikk. Oslo 1990. Foredrag, pp. 30.1-30.13. Trondheim, Tapir. NGI rapport 544110-61990
The avalanche accident at Vassdalen, Norway, 5th March 1986.ArticleLied, K.Cold Regions Science and Technology, Vol. 15, No. 2, pp. 137-150. Also publ. in: Norwegian Geotechnical Institute, Oslo. Publication, 178, 1989.1988
Karst cavity detection by means of seismic tomography to help assess possible dam site in limestone terrain.ArticleBy, T.L. Lund, C. Korhonen, R.ISRM Symposium on Rock Mechanics and Power Plants. Madrid 1988. Vol. 1, pp. 25-31.1988
Flexural buckling of hard rock - a potential failure mode in high rock slopes?ArticleNilsen, B.International Congress on Rock Mechanics, 6. Montreal 1987. Proceedings, Vol. 1, pp. 457-461.1987
Rock stresses and rock stress effects in the Kobbelv area, northern Norway.ArticleHanssen, T.H. Myrvang, A.International Symposium on Rock Stress and Rock Stress Measurements. Stockholm 1986. Proceedings, pp. 625-634.1986
Subaqueous slope failures in Norwegian fjords.ArticleBjerrum, L.International Conference on Port and Ocean Engineering under Arctic Conditions, 1. Trondheim 1971. Proceedings, Vol. 1, pp. 24-47. Also publ. in: Norwegian Geotechnical Institute, Oslo. Publication, 088.1971