OVERSIHT OVER NGI'S VIRKSOMHET I 1974-75. = UN RESUME DES ACTIVITES DU NGI EN 1974-75HOEG K.1976; NORGES GEOTECK. INST., PUBL.; NORGE; DA. 1976; NO 112; PP. 7-12; MEME DOC. ANGL.Article

GEOTECHNICAL ISSUES IN OFFSHORE ENGINEERING: STATE-OF-THE-ART REPORT PRESENTED AT BOSS '82HOEG K.1983; PUBLIKASJON - NORGES GEOTEKNISKE INSTITUTT; ISSN 0078-1193; NOR; DA. 1983; NO 144; 26 P.; BIBL. 5 P.Serial Issue

SOIL MECHANICS AND PLASTICITY ANALYSIS OF STRAIN SOFTENING.PREVOST JH; HOEG K.1975; GEOTECHNIQUE; G.B.; 1975, VOL. 25, NUM. 0002, P. 279 A 297Serial Issue

ANALYSIS OF PRESSUREMETER IN STRAIN-SOFTENING SOILPREVOST JH; HOEG K.1975; PROC. AMER. SOC. CIV. ENGRS J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 8; PP. 717-732; BIBL. 1 P. 1/2Article

An evaluation of asphaltic concrete cores for embankment dams = Evaluation des noyaux en béton bitumineux pour barrages en terreHOEG, K.International water power & dam construction. 1992, Vol 44, Num 7, pp 32-34, issn 0306-400XArticle

De graeske kirkefaedres kristendom. En helleniseret kristendom eller en kristen hellenisme ? (Les Pères grecs : un christianisme hellénisé ou un hellénisme chrétien ?)HOEG, K.Dansk teologisk tidsskrift. 1986, Vol 29, Num 4, pp 268-278, issn 0105-3191Article

Fundamentering ab dypvannsplattformer: dårligere grunn og resonansproblemer = Génie des fondations pour des plateformes en eau profonde = Foundation engineering for deep water platformsHOEG, K.Publikasjon - Norges Geotekniske Institutt. 1985, Num 157, pp 5-6, issn 0078-1193Article

PLASTICITY MODEL FOR UNDRAINED STRESS-STRAIN BEHAVIOUR.PREVOST JH; HOEG K.1977; NORGES GEOTEK. INST., PUBL.; NORGE; DA. 1977; PP. 27-33; BIBL. 7 REF.; 6 ILL.; (INT. CONF. SOIL MECH. FOUND. ENG. 9. CONTRIB.; TOKYO; 1977)Conference Paper

EFFECTIVE STRESS-STRAIN-STRENGTH MODEL FOR SOILSPREVOST JH; HOEG K.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 3; PP. 259-278; BIBL. 2 P.; 9 ILL.Article

STRESS-STRAIN BEHAVIOR FROM STRESS PATH TESTSMARR WA; HOEG K.1979; NORGES GEOTEK. INST., PUBL.; NOR; DA. 1979; NO 125; 6 P.; H.T. 11; BIBL. 4 REF.Article

REANALYSIS OF SIMPLE SHEAR SOIL TESTING.PREVOST JH; HOEG K.1976; REV. CANAD. GEOTECH.; CANADA; DA. 1976; VOL. 13; NO 4; PP. 418-429; ABS. FR.; BIBL. 25 REF.; 9 ILL.Article

CONSOLIDATION DURING CONSTRUCTION OF EARTH DAMS.CAVOUNIDIS S; HOEG K.1977; PROV. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1977; VOL. 103; NO 10; PP. 1055-1067; BIBL. 2 P. 1/2Article

Asphalt-concrete core embankment damsHØEG, K.Publikasjon - Norges Geotekniske Institutt. 1997, Vol 201, pp 69-87, issn 0078-1193Article

Performance evaluation, safety assessment and risk analysis for damsHØEG, K.Publikasjon - Norges Geotekniske Institutt. 1997, Vol 201, issn 0078-1193, 8 p.Article

THOUGHTS CONCERNING THE UNUSUAL BEHAVIOUR OF HYTTEJUVET DAM.WOOD DM; KJOERNSLI B; HOEG K et al.1977; NORGES GEOTEK. INST., PUBL.; NORGE; DA. 1977; NO 115; PP. 1-12; BIBL. 13 REF.; 15 ILL.Article

EXCESS PORE PRESSURES DURING UNDRAINED CLAY CREEPHOLZER TL; HOEG K; ARULANANDAN K et al.1973; REV. CANAD. GEOTECH.; CANADA; DA. 1973; VOL. 10; NO 1; PP. 12-24; ABS. FR.; BIBL. 21 REF.Serial Issue

CRITICAL EVALUATION OF THE IN VIVO NITRATE REDUCTASE ASSAY FOR DETECTION OF TWO NITRATE POOLS IN WHEAT LEAVESHOEG K; HARTVIGSEN MB; RASMUSSEN OS et al.1983; PHYSIOL. PLANT.; DNK; DA. 1983; VOL. 59; NO 1; PP. 141-147; BIBL. 18 REF.Article

SMEAR BIOPSIES. A CAUSE OF NEGATIVE FOLLOW-UP BIOPSIES IN PATIENTS WITH PREMALIGNANT CONDITIONS FO THE UTERINE CERVIXBERNER A; HOEG K; OPPEDAL BR et al.1980; DIAGN. GYNECOL. OBSTET.; USA; DA. 1980; VOL. 2; NO 2; PP. 99-102; BIBL. 11 REF.Article

DECISION THEORY APPLIED TO SETTLEMENT PREDICTIONS.FOLAYAN JI; HOEG K; BENJAMIN JR et al.1976; NORGES GEOTEK. INST., AUBL.; NORGE; DA. 1976; NO 109; PP. 1-15; BIBL. 14 REF.Article

Instrumentation and performance observations offshore = Instrumentation et performance des observations offshoreDIBIAGIO, E; HOEG, K.Publikasjon - Norges Geotekniske Institutt. 1985, Num 155, pp 1-9, issn 0078-1193Article

SOIL DEFORMATIONS DUE TO CYCLIC LOADS ON OFFSHORE STRUCTURES.ANDERSEN KH; HANSTEEN OE; HOEG K et al.1978; NORGES GEOTEK. INST., PUBL.; NOR; DA. 1978; NO 120; PP. 1-40; BIBL. 13 REF.; 13 ILL.Article

Environment = EnvironnementCOTILLON, J; HOEG, K.Dams in Europe and USSR : A geographical approach. 1990, pp 88-91, 4 p.Book Chapter

Soil-structure interaction analysis of embedded caisson anchor under tension loadHANSTEEN, O. E; HÖEG, K.Publikasjon - Norges Geotekniske Institutt. 1994, Vol 191, pp 49-62, issn 0078-1193Conference Paper

Parametric study for a large cavern in jointed rock using a distinct element model (UDEC-BB)BHASIN, R; HØEG, K.International journal of rock mechanics and mining sciences (1997). 1998, Vol 35, Num 1, pp 17-29, issn 1365-1609Article

Where has all the judgment come from?DIBIAGIO, E; HØEG, K.Publikasjon - Norges Geotekniske Institutt. 1992, Vol 187, issn 0078-1193, 21 p.Article