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VERY LARGE SPAN OPENINGS AT SHALLOW DEPTH: DEFORMATION MAGNITUDES FROM JOINTED MODELS AND F.E. ANALYSIS = TRES GRANDES OUVERTURES A UNE FAIBLE PROFONDEUR: AMPLITUDES DES DEFORMATIONS A PARTIR DE MODELES JOINTSBARTON N; HANSTEEN H.1979; RAPID EXCAVATION AND TUNNELING CONFERENCE/1979/ATLANTA CA; USA; NEW YORK: SOCIETY OF MINING ENGINEERS OF AIME; DA. 1979; VOL. 2; PP. 1331-1353; BIBL. 19 REF.Conference Paper

DESIGN, CONSTRUCTION AND PERFORMANCE OF RIGID AND FLEXIBLE SYSTEMS FOR DEEP EXCAVATIONS IN SAN FRANCISCO BAY MUDTAIT RG; TAYLOR HT.1974; IN: ASCE NATL. MEET. WATER RES. ENG. PREPR.; LOS ANGELES, CALIF.; 1974; S.L.; DA. 1974; VOL. 2162; PP. (26 P.); BIBL. 3 REF.Conference Paper

TUNNELLING IN SWITZERLAND1975; TUNNELS AND TUNNELLG; G.B.; DA. 1975; VOL. 7; NO 6; PP. 31-33 (2P.)Article

TIED-BACK DEEP EXCAVATIONS IN THE LOS ANGELES AREAMALJIAN PA; VAN BEVEREN JL.1974; IN: ASCE NATL. MEET. WATER RES. ENG. PREP.; LOS ANGELES, CALIF.; 1974; S.L.; DA. 1974; VOL. 2158; PP. (30 P.); BIBL. 2 REF.Conference Paper

CENTRALE DE PALUEL. INSERTION DANS LE PAYSAGE DES DEBLAIS EXTRAITS DE L'EXCAVATION PRINCIPALEMARTIN M; ALEXANDRE M.1980; IND. MINER.; ISSN 0302-2129; FRA; DA. 1980; VOL. 62; NO 3; PP. 185-191; ABS. ENGArticle

OFFENE ODER GESCHLOSSENE BAUWEISE. = MODE DE CONSTRUCTION DES TUNNELS A CIEL OUVERT OU PAR CREUSEMENT DE GALERIES.LAUE G.1982; KONSTR. ING. BAU; ISSN 0023-3633; DEU; DA. 1982; NO 40; PP. 7-11Article

EXCAVATION SLOPE STABILITY RELATED TO PORE-WATER PRESSURE VARIATIONS DURING PILING = RAPPORT ENTRE LES VARIATIONS DE PRESSION INTERSTITIELLE ET LA STABILITE D'UN TALUS DE DEBLAI, LORS D'UN BATTAGE DE PIEUXCROOKS JHA; MATYAS EL.1980; REV. CANAD. GEOTECH.; CAN; DA. 1980; VOL. 17; NO 2; PP. 225-235; ABS. FRE; BIBL. 6 REF.Article

FIELD CONTROL REPLACES DESIGN CONSERVATISM AT WORLD'S LARGEST UNDERGROUND POWERHOUSE.HAMEL L; NIXON D.1978; CIV. ENGNG; U.S.A.; DA. 1978; VOL. 48; NO 2; PP. 42-44Article

MECHANIZED TUNNELLING PROGRESS AND EXPECTATIONSROBBINS RJ.1976; TRANS. INSTIT. MING METALLURGY, A; G.B.; DA. 1976; VOL. 85; PP. 41-50Article

PIT TESTING ACCURATELY PROFILES EQUIPMENT SPECIFICATIONS. = DES ESSAIS DE TROU PRECISENT LES SPECIFICATIONS DE L'EQUIPEMENTREESE SE.1975; PIPELINE GAS J.; U.S.A.; DA. 1975; VOL. 202; NO 13; PP. 64-66 (2P.)Article

RESISTANCE DES TERRAINS AU CREUSEMENTVILDNER V.1974; UHLI.; CESKOSL.; DA. 1974; VOL. 22; NO 4; PP. 133-137; ABS. RUSSE ANGL. ALLEM.; BIBL. 8 REF.Article

ENTWICKLUNGSSTAND VON TUNNELVORTRIEBSMASCHINEN = ETAT ACTUEL DU DEVELOPPEMENT DES MACHINES D'AVANCEMENT POUR TUNNELBRUNE F.1976; WASS. U. BODEN; DTSCH.; DA. 1976; VOL. 28; NO 4; PP. 72-76Article

LES ELECTROFOREUSES ET LEURS APPLICATIONS DANS LES TRAVAUX PUBLICSMORIN P.1976; INDUSTR. MINER.; FR.; DA. 1976; VOL. 58; NO 4; PP. 175-183Serial Issue

PROBLEME DE REALISATION DES TUNNELS FERROVIAIRES PAR LA METHODE DU TUNNEL PROFONDSZENDROI D.1975; MELYEPITESDUDOM. SZEMLE; MAGYAR.; DA. 1975; VOL. 25; NO 10; PP. 446-456; ABS. ALLEM. RUSSE ANGL. FR.Article

PROBLEMS OF TUNNELLING IN CHALKHASWELL CK.1975; TUNNELS AND TUNNELLG; G.B.; DA. 1975; VOL. 7; NO 6; PP. 40-43Article

EARTH TIEBACKS SUPPORT EXCAVATION 112 FT DEEPNELSON JC.1973; CIV. ENGNG; U.S.A.; DA. 1973; VOL. 43; NO 11; PP. 40-44Article

RESULTATS DE L'ETUDE DE LA RUPTURE D'UN PILIER INTER-SILLON PAR UN POUSSEUR HYDRAULIQUE (DE REMBLAYAGE)BASON IG; SDOBNIKOV AA.1974; IZVEST. TOMSK. POLITEKH. INST. S.M. KIROVA; S.S.S.R.; DA. 1974; VOL. 188; PP. 149-152; BIBL. 1 REF.Article

THE USE OF PHOTOGRAMMETRY IN EVALUATING THE CUP OF THE OPTIC NERVEHEAD FOR A STUDY IN CHRONIC SIMPLE GLAUCOMA = UTILISATION DE LA PHOTOGRAMMETRIE POUR EVALUER L'EXCAVATION DE LA PAPILLE DANS L'ETUDE DU GLAUCOME CHRONIQUE SIMPLESAHEB NE; DRANCE SM; NELSON A et al.1972; CANAD. J. OPHTHALMOL.; CANADA; DA. 1972; VOL. 7; NO 4; PP. 466-471; ABS. FR.; BIBL. 16REF.Serial Issue

INSTRUMENTATION OF OPEN CUT SUBWAY EXCAVATION FOR THE METROPOLITAN ATLANTA RAPID TRANSIT AUTHORITY (MARTA) = INSTRUMENTATION DE L'EXCAVATION DU METRO EN TRANCHE OUVERTE POUR LE METROPOLITAN ATLANTA RAPID TRANSIT AUTHORITY (MARTA)MORRISON RK.1979; RAPID EXCAVATION AND TUNNELING CONFERENCE/1979/ATLANTA GA; USA; NEW YORK: SOCIETY OF MINING ENGINEERS OF AIME; DA. 1979; VOL. 1; PP. 861-866Conference Paper

RAPID EXCAVATION AND TUNNELING CONFERENCE. PROCEEDINGS. I-II; SAN FRANCISCO, CALIF.; 19741974; NEW YORK; AIME; DA. 1974; PP. (1866 P.); BIBL. DISSEM.; 2 VOLConference Proceedings

DIE VORTRIEBSARBEITEN MIT TEILSCHNITTMASCHINEN IM MOENCHSBERGKONGLOMERAT FUER DIE KAVERNEN DER MOENCHSBERG-PARKGARAGEN IN SALZBURG = TRAVAUX D'EXCAVATION AU TUNNELIER POUR LA CONSTRUCTION DU PARKING SOUTERRAIN DE MOENCHSBERG (SALZBOURG, AUTRICHE)KOEHLER H.1975; ROCH MECH., SUPPL.; AUSTR.; DA. 1975; NO 4; PP. 85-97; ABS. ANGL. FR.; (TUNNELBAUGEOL. BAUVERTRAG GEFUGEKD. GEOMECH. 23. GEOMECH.-KOLLOQ. OESTERR. GES. GEOMECH. VORTR.; SALZBURG; 1974)Conference Paper

MACHINE DE PERCEMENT DE TUNNEL AVEC UNE TETE DE FRAISAGEMENCL J.1975; INZ. STAVBY; CESKOSL.; DA. 1975; VOL. 23; NO 8 SUPPL.; PP. 69-71; ABS. RUSSE ANGL. ALLEM.Article

AN INTRODUCTION TO FIFTY YEARS OF TUNNELING = UNE INTRODUCTION A CINQUANTE ANNEES DE PERCEMENT DE TUNNELMAYO RS.1975; PROC. AMER. SOC. CIV. ENGRS, J. CONSTR. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 2; PP. 259-263Article

RECOMMENDED TECHNICAL PROVISIONS FOR CONSTRUCTION PRACTICE IN SHORING AND SLOPING OF TRENCHES AND EXCAVATIONS = CLAUSES TECHNIQUES RECOMMANDEES POUR LA CONSTRUCTION D'ETAIEMENT ET D'AMENAGEMENT DES TALUS DE TRANCHEES ET D'ESCAVATIONYOKEL FY.1980; NATION. BUR. STAND., BUILDG SCI.; USA; DA. 1980; NO 127; XVI-68 P.; BIBL. 21 REF.Serial Issue

LES PAROIS MOULEES.MOULIN JP.1978; BATIM., BATIR; FR.; DA. 1978; VOL. 4; NO 4; PP. 43-48; BIBL. 2 REF.Article

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