Article Collection
Title 
Item type 
Author 
Source 
Year Descending
CO2 Field Lab at Svelvik Ridge: Site SuitabilityArticleBakk, A., Girard, J.-F., Lindeberg, E., Aker, E.Energy Procedia, 23(2012), 306–312. doi:10.1016/j.egypro.2012.06.055 Paper to: The 6th Trondheim Conference on CO2 Capture, Transport and Storage 2012
Vacuum consolidation of seabed clay - a full scale experiment.ArticleKarlsrud, K. Gregersen, O. Nerland, Ø. Sparrevik, P.European Conference on Soil Mechanics and Foundation Engineering, 14. Madrid 2007. Proceedings, Vol. 3, pp. 1335-1340.2007
Feltforsøk med vakuumkonsolidering, Lierstranda : Field test with vacuum consolidation, Lierstranda.ArticleNerland, Ø., Gregersen, O., Karlsrud, K. Fjellsprengningsteknikk - bergmekanikk - geoteknikk. Oslo 2003. Pp. 35.1 - 35.20.2003
Geological investigations for Ringeriksbanen.ArticleLøset, F. Rui, F.World Tunnel Congress '99. Oslo 1999. Proceedings, Vol. 1, pp. 87-941999
Prøvebelastning av ekspansjonsankere i leire, Drammen. Kapasitetsøkning med tiden.ArticleJensen, T.G.Fjellsprengningsteknikk - bergmekanikk - geoteknikk. Oslo 1999. Pp. 26.1 - 26.25.1999
The Oslofjord subsea road tunnel. Crossing of a weakness zone under high water pressure by freezing.ArticleBacker, L. & Blindheim, O.T.World Tunnel Congress '99. Oslo 1999. Proceedings, Vol. 1, pp. 309-316.1999
Grunnforhold i Drammen.ArticleEide, O.Siviling. Olaf Abel Engh AS 50 år. 1946 - fra regnestav og blyant til data og plotting - 1996. Pp. 23-30. Also publ. in: Norwegian Geotechnical Institute, Oslo. Publication, 200.1996
Practical experience from microtunnelling in soft clay.ArticleMidtun, H. Lauritzsen, R.International NO-DIG 94 Conference and Exhibition, 11. København 1994. Proceedings, pp. G3.1-11. Also publ. in: Norwegian Geotechnical Institute, Oslo. Publication, 197.1994
Norway reaps pipejack rewards.Article Underground, No. 20, pp. 12, 13.1991
Instrumentation of driven model test piles for determination of capacity of cyclically loaded offshore piles.ArticleHansen, S.B. Solheim, K. Norum, P.Geotechnical instrumentation in practice. London, Thomas Telford. Pp. 749-768 .1990
Laboratory and field evaluation of cone penetrometers.ArticleLunne, T. Eidsmoen, T. Gillespie, D. Howland, J.D.Use of In Situ Tests in Geotechnical Engineering: Proceedings of In Situ '86, a specialty conference, American Society of Civil Engineers. Blacksburg, Va. 1986, pp. 714-729. Also publ. in: Norwegian Geotechnical Institute, Oslo. Publication, 171, 1988.1986
Instrumentation og målinger av slissevegg utført ved Drammen sykehus i et område av kvikkleire. : Instrumentation and measurements of slurry-trench wall, Drammen Hospital, in an area dominated by quick clay.ArticleMørk, L. Roti, J.A.Nordisk geoteknikermötet. Helsinki 1979. Föredrag och artiklar, pp. 67-76.1979
Fifteen storey building on plastic clay in Drammen, Norway.ArticleEngesgaar, H.International Conference on Soil Mechanics and Foundation Engineering, 8. Moscow 1973. Proceedings, Vol. 1.3, pp. 75-80. Also publ. in: Norwegian Geotechnical Institute, Oslo. Publication, 099, pp. 13-18.1973
Skistadbygget - direkte fundamentering av et høybygg i Drammen sentrum. : Skistadbygget - raft foundation of an apartment tower in the centre of Drammen.ArticleEngesgaar, H.Norwegian Geotechnical Institute, Oslo. Publication, 092, pp. 19-24, 73.1972
A geochemical investigation of the sensitivity of a normally consolidated clay from Drammen, Norway.ArticleMoum, J. Løken, T. Torrance, J.K.Geotechnique, Vol. 21, No. 4, pp. 329-340. Also publ. in: Norwegian Geotechnical Institute, Oslo. Publication, 096.1971
The geochemistry of leached Drammen marine clay.ArticleLøken, T. Torrance, J.K.Geologiska føreningen i Stockholm. Førhandlinger, Vol. 93, part 1, pp. 171-17 5. Also publ. in: Norwegian Geotechnical Institute, Oslo. Publication, 087.1971
Resultater av to belastningsforsøk på Sundland i Drammen. : Results from two test fills at Sundland, Drammen.ArticleEngesgaar, H.Norwegian Geotechnical Institute, Oslo. Publication, 084, pp. 41-47.1970
Secondary settlements of buildings in Drammen, Norway.ArticleFoss, I.International Conference on Soil Mechanics and Foundation Engineering, 7. Mexico City 1969. Proceedings, Vol. 2, pp. pp. 99-106. Also publ. in: Norwegian Geotechnical Institute, Oslo. Publication, 085, 1971.1969
Tilsynelatende overkonsolideringseffekt og sekundære setninger i normalkonsoliderte marine leirer. : Apparent preconsolidation effect and secondary settlements in normally-consolidated marine clays.ArticleFoss, I.Väg- och vattenbyggaren, Vol. 14, No. 8, pp. 23-29. Also publ. in: Norwegian Geotechnical Institute, Oslo. Publication, 081.1968
Engineering geology of Norwegian normally-consolidated marine clays as related to settlements of buildings 7th Rankine Lecture.ArticleBjerrum, L.Geotechnique, Vol. 17, pp. 81-118. Also publ. in: Norwegian Geotechnical Institute, Oslo. Publication, 071. F.0311967
A study of the effect of vane shape and rate of strain on the measured values of in-situ shear strength of clays.ArticleAas, GunnarInternational Conference on Soil Mechanics and Foundation Engineering, 6. Montreal 1965. Proceedings, Vol. 1, pp. 141-145. Also publ. in: Norwegian Geotechnical Institute, Oslo. Publication, 065.1965