Article Collection
Title 
Item type 
Author 
Source 
Year Descending
Pore pressures in the till core of Oddatjørn dam.ArticleWindisch, E.J. Høeg, K.Canadian Geotechnical Conference, 23. Montreal 2000. Proceedings, Vol. 1. pp. 231-238.2000
The Storvatn dam, a rockfill dam with a central core of asphaltic concrete.ArticleArnevik, A. Kjærnsli, B. Walbø, S.International Congress on Large Dams, 16. San Francisco 1988. Transactions, Vol. 2, pp. 141-158. Also publ. in: Norwegian Geotechnical Institute, Oslo. Publication, 173.1988
Behaviour of Storvatn dam, Norway. A case of prediction versus performance.ArticleAdikari, G.S.N. Valstad, T. Kjærnsli, B. Høeg, K.Australia-New Zealand Conference on Geomechanics, 5. Sydney 1988. Proceedings, pp. 86-92. Also publ. in: Norwegian Geotechnical Institute, Oslo. Publication, 173, 1988. / NGI rapport 53202-061988
Ulla-Førre anleggene - A/S Sigurd Hesselberg med tetningskjerne i asfalt-betong i Storevassdammen. : The Ulla-Førre plants - A/S Sigurd Hesselberg with watertight core made of asphalt concrete in Storevassdammen.Article Ingeniør-nytt, Vol. 18, No. 23A, pp. 2-4, 23.1982
Steinbruddsdrift ved dam Oddatjørn i Ulla-Førre NVE satser på tungt anleggsutstyr. : Operation of stone quarry at the Oddatjørn dam, Ulla-Førre, Norway use of heavy equipment.ArticleBrevik, K.Plan og bygg, Vol. 28, No. 10, pp. 8, 9, 11.1980
A three-dimensional deformation analysis of the Storvass dam.ArticleMartin, H.L.International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 2, pp. 3-17.1978