RECENT EXPERIENCES WITH THE Q-SYSTEM OF TUNNEL SUPPORT DESIGN.BARTON N.1978; NORGES GEOTEK. INST., PUBL.; NOR; DA. 1978; NO 119; PP. 1-11; BIBL. 10 REF.; 4 ILL.Article

SKJAERFASTHET AV SPREKKER FOR BESTEMMELSE AV FJELLSKR-NINGSSTABILITET. = RESISTANCE AU CISAILLEMENT DE JOINTS POUR ESTIMER LA STABILITE DES PENTES ROCHEUSESBARTON N.1976; NORGES GEOTEK. INST., PUBL.; NORGE; DA. 1976; NO 112; PP. 41-46; 6 ILL.Article

RECENT EXPERIENCES WITH THE Q-SYSTEM OF TUNNEL SUPPORT DESIGN.BARTON N.1976; IN: EXPLOR. ROCK ENG. PROC. SYMP. EXPLOR. ROCK ENG.; JOHANNESBURG; 1976; CAPE TOWN; A. A. BALKEMA; DA. 1976; VOL. 1; PP. 107-115; BIBL. 10 REF.; 4 ILL.Conference Paper

DISCUSSION OF PAPER BY J. KRAHN AND N.R. MORGENSTERN "THE ULTIMATE FRICTIONAL RESISTANCE OF ROCK DISCONTINUITIESBARTON N.1980; INTERNA ION. J. ROCK MECH. MING SCI.; GBR; DA. 1980; VOL. 17; NO 1; PP. 75-79; BIBL. 4 REF.Article

ESTIMATION OF IN-SITU JOINT PROPERTIES, NAESLIDEN MINE = ESTIMATION DES PROPRIETES DES DIACLASES IN SITU. MINE DE NASLIDENBARTON N.1980; CONFERENCE ON APPLICATION OF ROCK MECHANICS TO CUT AND FILL MINING. PREPRINT/1980/LULEA; SWE; LULEA: UNIV. LULEA; DA. 1980; VOL. 2; PP. 139-172; BIBL. 9 REF.; 7 TAB. ; ILL./TABL.Conference Paper

FRACTURES OF THE PHALANGES OF THE HAND.BARTON N.1977; HAND; G.B.; DA. 1977; VOL. 9; NO 1; PP. 1-10; BIBL. 6 REF.Article

THE SHEAR STRENGTH OF ROCK AND ROCK JOINTS. = RESISTANCE AU CISAILLEMENT DE LA ROCHE ET DES JOINTS DE ROCHEBARTON N.1976; INTERNATION. J. ROCK MECH. MING SCI.; G.B.; DA. 1976; VOL. 13; NO 9; PP. 255-279; BIBL. 1 P.Article

Physical and discrete element models of excavation and failure in jointed rockBARTON, N.Publikasjon - Norges Geotekniske Institutt. 1994, Vol 194, pp 35-46, issn 0078-1193Article

Cavern design for Hong Kong rocks = Conception de cavernes dans les roches de Hong-KongBARTON, N.Publikasjon - Norges Geotekniske Institutt. 1990, Vol 180, pp 1-24, issn 0078-1193, 24 p.Article

Effects of rock mass deformation on tunnel performance in seismic regions = Effets de la déformation de massif rocheux sur les performances d'un tunnel en régions sismiquesBARTON, N.Publikasjon - Norges Geotekniske Institutt. 1986, Num 162, pp 1-11, issn 0078-1193Article

Effects of rock mass deformation on tunnel performance in seismic regions = Les effets des déformations du massif rocheux sur les performances d'un tunnel en régions sismiquesBARTON, N.Advances in tunnelling technology and subsurface use. 1984, Vol 4, Num 3, pp 89-99, issn 0275-5416Article

SHEAR STRENGTH OF ROCKFILL = RESISTANCE AU CISAILLEMENT DE L'ENROCHEMENTBARTON N; KJAERNSLI B.1981; PUBL.-NOR. GEOTEK. INST.; ISSN 0078-1193; NOR; DA. 1981; NO 136; 19 P.; BIBL. 27 REF.Article

SOME EFFECTS OF SCALE ON THE SHEAR STRENGTH OF JOINTSBARTON N; BANDIS S.1980; INTERNATION. J. ROCK MECH. MING SCI.; GBR; DA. 1980; VOL. 17; NO 1; PP. 69-73; BIBL. 9 REF.; 6 ILL.Article

THE SHEAR STRENGTH OF ROCK JOINTS IN THEORY AND PRATICE.BARTON N; CHOUBEY V.1977; ROCK MECH.; AUSTR.; DA. 1977; VOL. 10; NO 1-2; PP. 1-54; ABS. FR. ALLEM.; BIBL. 2 P.; 31 ILL.Article

Predicting the behaviour of underground openings in Rock = Prévision du comportement d'ouvertures souterraines dans la rocheBARTON, N.Publikasjon - Norges Geotekniske Institutt. 1988, Num 172, issn 0078-1193, 1-21 [21 p.]Article

Previsao do comportamento de abertinas subterraneas en macisos rochosos = Prévision du comportement des ouvrages souterrains dans les massifs rocheuxBARTON, N.1988, Num 53, pp 7-48, issn 0379-9522Article

Effects of rock mass deformation on tunnel performance in seismic regions = Les effets de la déformation des massifs rocheux sur les performances des tunnels dans les régions sismiquesBARTON, N.Advances in tunnelling technology and subsurface use. 1984, Vol 4, Num 3, pp 89-99, issn 0275-5416Article

SHEAR STRENGTH OF ROCKFILL = RESISTANCE AU CISAILLEMENT DES ENROCHEMENTSBARTON N; KJAERNSLI B.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; GT7; PP. 873-891; BIBL. 27 REF.Article

DEFORMASJONER AV GRUNTLIGGENDE BERGROM MED SVAERT STORE SPENNVIDDER MODELLFORSOEK OG BEREGNINGER = DEFORMATIONS RESULTANT DE GRANDES FOUILLES A FAIBLE PROFONDEUR. ETUDES DES MAGNITUDES DE DEFORMATION PAR L'ACTION COMBINEE DES MODELES ET DES ANALYSES DU CONTINUUMBARTON N; HANSTEEN H.1980; PUBL.-NOR. GEOTEK. INST.; ISSN 0078-1193; NOR; DA. 1980; NO 132; PP. 43-60; ABS. ENG; BIBL. 19 REF.; 6 TAB. ; ILL./TABL.Article

Some new Q-value correlations to assist in site characterisation and tunnel designBARTON, N.International journal of rock mechanics and mining sciences (1997). 2002, Vol 39, Num 2, pp 185-216, issn 1365-1609Article

Physical and discrete element models of excavation and failure in jointed rockBARTON, N.International symposium on assessment and prevention of failure phenomena in rock engineering. 1993, pp 35-46Conference Paper

Scale effects or sampling bias ?BARTON, N.Publikasjon - Norges Geotekniske Institutt. 1991, Vol 182, pp 1-25, issn 0078-1193, 25 p.Article

The divergence of a polygenic system subject to stabilizing selection, mutation and driftBARTON, N.Genetical research. 1989, Vol 54, Num 1, pp 59-77, issn 0016-6723Article

Fractures of the scaphoidBARTON, N.Chirurgie (Paris). 1989, Vol 115, Num 9, pp 664-674, issn 0001-4001, 11 p.Article

ROCK MASS CHARACTERIZATION METHODS FOR NUCLEAR WASTER REPOSITORIES IN JOINTED ROCK = METHODES DE CLASSIFICATION DES MASSIFS ROCHEUX POUR LE DEPOT DES DECHETS NUCLEAIRES DANS LES ROCHES A DIACLASESBARTON N; LINGLE R.1982; ROCK MECHANICS - CAVERNS AND PRESSURE SHAFTS. INTERNATIONAL SOCIETY FOR ROCK MECHANICS. SYMPOSIUM/1982-05-26/AACHEN; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 3-18; ABS. FRE/GER; BIBL. 12 REF.; ILL.Conference Paper