U.S. DEVELOPS NEW COMMERCIAL USES FOR EARTH-SHELTERING = NOUVEAU DEPART AUX ETATS UNIS POUR DES UTILISATIONS COMMERCIALES DE STRUCTURES ENTERREESFAIRHURST C.1980; UNDERGROUND SPACE; USA; DA. 1980; VOL. 5; NO 1; PP. 31-35; BIBL. 6 REF.; ILL./COUPE GEOL.Article

LE BILAN ENERGETIQUE EN MECANIQUE DES ROCHES.FAIRHURST C.1977; REV. FR. GEOTECH.; FR.; DA. 1977; NO 1; PP. 17-36; ABS. ANGL.; BIBL. 1 P.; 20 ILL.Article

THE APPLICATION OF MECHANICS TO ROCK ENGINEERING.FAIRHURST C.1976; IN: EXPLOR. ROCK ENG. PROC. SYMP. EXPLOR. ROCK ENG.; JOHANNESBURG; 1976; CAPE TOWN; A. A. BALKEMA; DA. 1976; VOL. 2; PP. 1-22; BIBL. 26 REF.; 21 ILL.Conference Paper

RESULTS OF AN IN SITU COMPARISON OF DIFFERENT TECHNIQUES FOR ROCK STRESS DETERMINATIONBONNECHERE F; FAIRHURST C.sdPUBL. COMITE BELGE GEOL. INGR; BELG. (C. R. SYMP. INT. DETERMINATION CONTRAINTES MASSIFS ROCHEUX; LISBONNE; 1969),, NUM. 0014, P. 1 A 27Miscellaneous

General philosophy of support design for underground structures in hard rock = Principes généraux de la conception du revêtement pour structures souterraines en roche dureFAIRHURST, C.Developments in geotechnical engineering. 1991, Vol 59B, pp 1-55, issn 0165-1250, 55 p.Article

Deformation, yield, rupture and stability of excavations at depth rocks = Déformation, rupture et stabilité autour des excavations à grande profondeurFAIRHURST, C.ISRM/SPE international symposium. Rock at great depth. 1990, pp 1103-1114Conference Paper

FIELD EXPERIMENTS ON HYDRAULIC FRACTURING = ESSAIS SUR CHAMP DE FRACTURATION HYDRAULIQUEVON SCHONFELDT H; FAIRHURST C.1972; SOC. PETROLEUM ENGRS J.; U.S.A.; DA. 1972; VOL. 12; NO 1; PP. 69-77; BIBL. 14 REF.Serial Issue

SHAPE OF THE COMPLETE STRESS-STRAIN CURVE FOR ROCKHUDSON JA; BROWN ET; FAIRHURST C et al.sdIN: STAB. ROCK SLOPES. PROC. 13 TH. SYMP. ROCK MECH.; URBANA, ILL.; 1971; NEW YORK AM. SOC. CIV. ENG. ,1972, P. 773 A 795Miscellaneous

SHAPE OF THE COMPLETE STRESS-STRAIN CURVE FOR ROCKHUDSON JA; BROWN ET; FAIRHURST C et al.1972; IN: STAB. ROCK SLOPES. PROC. 13TH. SYMP. ROCK MECH.; URBANA, ILL.; 1971; NEW YORK; AM. SOC. CIV. ENG.; DA. 1972; PP. 773-795; BIBL. 1 P. 1/2; 8 ILL.Conference Proceedings

OPTIMIZING THE CONTROL OF ROCK FAILURE IN SERVO-CONTROLLED LABORATORY TESTS.HUDSON JA; BROWN ET; FAIRHURST C et al.1971; ROCK MECH.; AUT; 1971, VOL. 3, NUM. 0004, P. 217 A 224Miscellaneous

THE FAILURE OF ROCK BEAMS. II. EXPERIMENTAL STUDIES = RUPTURE DES ROCHES PAR FLEXION. II. ETUDE EXPERIMENTALEHUDSON JA; HARDY MP; FAIRHURST C et al.1973; INTERNATION. J. ROCK MECH. MING SCI.; G.B.; DA. 1973; VOL. 10; NO 1; PP. 69-82; H.T. 2; BIBL. 6 REF.Serial Issue

Slug-flow behavior clarified in large-diameter pipeline studyFAIRHURST, C. P.Oil & gas journal. 1988, Vol 86, Num 40, pp 49-57, issn 0030-1388, 7 p.Article

TUNNELLING = LE PERCEMENT DE TUNNELFAIRHURST C ED; GILLIS D ED.1983; UNDERGR. SPACE; ISSN 0362-0565; GBR; DA. 1983; VOL. 7; NO 3; 80 P.; BIBL. DISSEM.; 4 TAB. ; ILL./ESQUISSE/TABL.Serial Issue

MANAGING NUCLEAR WASTE. THE UNDERGROUND PERSPECTIVE = LA GESTION DES DECHETS NUCLEAIRES. LES POSSIBILITES DU SOUS-SOLFAIRHURST C ED; GILLIS D ED.1982; UNDERGR. SPACE; ISSN 0362-0565; GBR; DA. 1982; VOL. 6; NO 4-5; 100 P.; BIBL. DISSEM.; 6 TAB. ; ILL./TABL./ESQUISSE GEOL./ESQUISSESerial Issue

TSETSE MOVEMENT IN WIND FIELDS: POSSIBLE EPIDEMIOLOGICAL AND ENTOMOLOGICAL IMPLICATIONS FOR TRYPANOSOMIASIS AND ITS CONTROLMOLYNEUX DH; BALDRY DAT; FAIRHURST C et al.1979; ACTA TROP.; CHE; DA. 1979; VOL. 36; NO 1; PP. 53-65; BIBL. 37 REF.Article

ANALYSIS OF TUNNEL, SUPPORT LOADS USING A LARGE DISPLACEMENT, DISTINCT BLOCK MODEL.VOEGELE M; FAIRHURST C; CUNDALL P et al.1978; IN: STORAGE EXCAVATED ROCK CAVERNS. PROC. 1ST. INT. SYMP.; STOCKHOLM; 1977; OXFORD; PERGAMON; DA. 1978; VOL. 2; PP. 247-252; ABS. FR. ALLEM.; BIBL. 8 REF.; 8 ILL.Conference Paper

THE FAILURE OF ROCK BEAMS. I. THEORETICAL STUDIES = RUPTURE DES ROCHES PAR FLEXION. I. CONSIDERATIONS THEORIQUESHARDY MP; HUDSON JA; FAIRHURST C et al.1973; INTERNATION. J. ROCK MECH. MING SCI.; G.B.; DA. 1973; VOL. 10; NO 1; PP. 53-67; BIBL. 16 REF.Serial Issue

DIE MECHANIK VON VERFORMUNG UND BRUCH VON GESTEINSPROBEN IM LABORMASSSTAB. = MECANISME DE DEFORMATION ET DE RUPTURE DES EPROUVETTES DE ROCHE DANS LES MODELES DE LABORATOIRE.FAIRHURST C; HUDSON JA; WAWERSIK WR et al.1970; IN: 10. LAENDERTREFFEN INT. BUEROS GEBIRGSMECH. LEIPZIG, DTSCH., 1968. BER..; 1970, P. 206 A 225Miscellaneous

CONTROLLED FAILURE OF HOLLOW ROCK CYLINDERS IN UNIAXIAL COMPRESSION.BROWN ET; HUDSON JA; HARDY MP et al.1972; ROCK MECH.; AUT; 1972, VOL. 4, NUM. 0001, P. 1 A 24Miscellaneous

Micro-Computer modelling and practical design/monitoring of large underground excavations = Le rôle de la modélisation par microordinateur dans l'approche des problèmes pratiques de conception et de conduite de travaux d'excavation souterrains de grande envergureDOUAT, C; FAIRHURST, C.ISRM international symposium on static and dynamic considerations in rock engineering. 1990, pp 113-124Conference Paper

Static analysis of the stability of three-dimensional blocky systems around excavations in rock = Analyse statique de la stabilité d'un système de blocs à trois dimensions autour d'excavations dans la rocheLIN, D; FAIRHURST, C.International journal of rock mechanics and mining sciences. 1988, Vol 25, Num 3, pp 139-147, issn 0020-7624Article

The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek-Brown failure criterionCARRANZA-TORRES, C; FAIRHURST, C.International journal of rock mechanics and mining sciences (1997). 1999, Vol 36, Num 6, pp 777-809, issn 1365-1609Article

A comparison between the distinct element method and the finite element method for analysis of the stability of an excavation in jointed rock = Comparaison entre la méthode des éléments distincts et celle des éléments finis pour l'analyse de la stabilité d'une excavation en roche fissuréeFAIRHURST, C; JUEMIN PEI.Tunnelling and underground space technology. 1990, Vol 5, Num 1-2, pp 111-117, issn 0886-7798Article

A model for the time-dependent behavior of rockFAKHIMI, A. A; FAIRHURST, C.International journal of rock mechanics and mining sciences & geomechanics abstracts. 1994, Vol 31, Num 2, pp 117-126, issn 0148-9062Article

Fracture mechanics in the context of rock crushing : Preliminary experimental results concerning the impact of limsetone spheresSANTURBANO, R; FAIRHURST, C.Rock mechanics as a multidisciplinary science. U.S. 1991, pp 441-449Conference Paper