LINING A TUNNEL- AND LEARNING AS YOU GO!BARFOOT RJ.1978; CONCRETE; GBR; DA. 1978; VOL. 12; NO 7; PP. 12-14Article

PRECAST CONCRETE LINERS BEAD TO TUNNEL AWARD 25% LOWER.TILP PJ; SCHOEMAN KD.1977; CIV. ENGNG; U.S.A.; DA. 1977; VOL. 47; NO 11; PP. 54-56Article

PLASTBETON-AUSBAU IM TUMELBAU = TRAVAUX DE SECOND OEUVRE DANS LA CONSTRUCTION DE TUNNEL. BETON AUX RESINESHEYNE KH; POLTERSDORF H.1980; BETONTECHNIK; DDR; DA. 1980; VOL. 1; NO 2; PP. 17-19; BIBL. 6 REF.Article

THE USE OF SHOTCRETE FOR UNDERGROUND SUPPORT. I.1978; WAT. POWER DAM CONSTR.; GBR; DA. 1978; VOL. 30; NO 9; PP. 37-42Article

NEW APPROACHES TO STEEL SUPPORTS FOR TUNNELS AND MINES.BILLINGTON CJ; JACOMB HOOD EW.1976; IN: TUNNELLING '76. INT. SYMP. PROC.; LONDON; 1976; LONDON; INST. MIN. METALL.; DA. 1976; PP. (20P.); BIBL. 8 REF.Conference Paper

STRUCTURAL PERFORMANCE OF A TEMPORARY TUNNEL LINED WITH SPHEROIDAL GRAPHITE CAST IRON.THOMAS HSH.1976; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1976; VOL. 61; NO 2; PP. 89-108; BIBL. 3 REF.Article

DIMENSIONAMENTO CON CRITERE ECONOMICI DEL RIVESTIMENTO DELLE GALLERIE MEDIANTE MODELLO A CASUALIZZAZIONE PARZIALE. = APPLICATION DES MODELES ALEATOIRES PARTIELS AU DIMENSIONNEMENT DES REVETEMENTS DE TUNNELS, COMPTE TENU DES CRITERES ECONOMIQUESLIUZZI R; MELE A.1977; INGEGNER. FERROV.; ITAL.; DA. 1977; VOL. 32; NO 7-8; PP. 595-602; ABS. FR. ANGL. ALLEM.; BIBL. 1 P.Article

A METHOD OF ESTIMATING SURFACE SETTLEMENT ABOVE TUNNELS CONSTRUCTED IN SOFT GROUND = METHODE D'ANALYSE DES TASSEMENTS DE SURFACE AU DESSUS DE TUNNELS CONSTRUITS DANS DES SOLS MOUSROWE RK; LO KY; KACK GJ et al.1983; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1983; VOL. 20; NO 1; PP. 11-22; ABS. FRE; BIBL. 16 REF.Article

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PARTIAL RE-LINING OF FALKIRK HIGH TUNNEL, SCOTLAND = RECONSTRUCTION PARTIELLE DU REVETEMENT DU TUNNEL FERROVIAIRE DE FALKIRK EN ECOSSESCOTT KR.1981; TUNN. TUNNELL.; ISSN 0041-414X; GBR; DA. 1981; VOL. 13; NO 11; PP. 37-39Article

BEITRAG ZUR STATISCHEN BERECHNUNG VON TUNNELAUSKLEIDUNGEN = CALCUL STATIQUE DE REVETEMENTS DE TUNNELFLECK H; SPANG J; SONNTAG G et al.1980; BAUTECHNIK, AUSG. B; ISSN 0340-5044; DEU; DA. 1980; VOL. 57; NO 11; PP. 361-367; BIBL. 37 REF.Article

THIN SHOTCRETE LININGS IN LOOSENING ROCK = REVETEMENT MINCE AU BETON PROJETE DANS UNE ROCHE DE MAUVAISE QUALITEFERNANDEZ DELGADO G; CORDING EJ; MAHAR JW et al.1979; RAPID EXCAVATION AND TUNNELING CONFERENCE/1979/ATLANTA GA; USA; NEW YORK: SOCIETY OF MINING ENGINEERS OF AIME; DA. 1979; VOL. 1; PP. 790-813; BIBL. 11 REF.Conference Paper

LINING AND WATERPROOFING TECHNIQUES IN GERMANY.GIRNAU G.1978; TUNNELS AND TUNNELLG; G.B.; DA. 1978; VOL. 10; NO 3; PP. 36-45; BIBL. 9 REF.Article

PROBABILISTIC FAILURE ANALYSIS OF LINED TUNNELS IN ROCKEVENSEN DA; COLLINS JD.1978; SHOCK VIBR. BULL.; USA; DA. 1978; NO 48 PART. 2; PP. 215-231Article

SPRAYED CONCRETE WITH WIRE FIBRE REINFORCEMENT.SANDELL B.1978; TUNNELS AND TUNNELLG; G.B.; DA. 1978; VOL. 10; NO 3; PP. 29-30Article

LOI DE SIMILITUDE ET CALCUL DE STRUCTURE DE TUNNEL EN BETONZAPLETAL A.1977; INZ. STAVBY; CESKOSL.; DA. 1977; VOL. 25; NO 4; PP. 157-161; ABS. RUSSE ALLEM. ANGL.; BIBL. 6 REF.Article

EVALUATION OF DEFORMATION OF A SANDSTONE FOR PRESSURE TUNNEL LINING DESIGN.ALEXANDER LG; SIMS GP; FRASER CJ et al.1976; IN: TUNNELLING 76. INT. SYMP. PROC.; LONDON; 1976; LONDON; INST. MIN. METALL.; DA. 1976; PP. (14P.); BIBL. 15 REF.Conference Paper

ZUM BETTUNGSMODUL BEI TUNNELAUSKLEIDUNGEN. = DU MODULE DE REACTION LORS DU REVETEMENT DE TUNNELSONNTAG G; FLECK H.1976; INGR-ARCH.; DTSCH.; DA. 1976; VOL. 45; NO 4; PP. 269-273; ABS. ANGL.; BIBL. 5 REF.Article

CURRENT DESIGN PROCEDURES FOR STEEL-LINED PRESSURE TUNNELS = PROCEDES DE CALCUL COURANTS DE TUNNELS EN PRESSION REVETUS D'ACIERNICOLOPOULOS A.1983; CANADIAN JOURNAL OF CIVIL ENGINEERING; ISSN 0315-1468; CAN; DA. 1983; VOL. 10; NO 1; PP. 150-161; ABS. FRE; BIBL. 11 REF.Article

TUNNELLING IN CHINA = PERCEMENT DE TUNNEL EN CHINELI SHI ZHONG.1983; TUNNELS AND TUNNELLING; ISSN 0041-414X; GBR; DA. 1983; VOL. 15; NO 6; PP. 49-51Article

WEDGE-BLOCK TUNNELS IN WATER SUPPLYCOOLEY P.1982; J. INST. WATER ENG. SCI.; ISSN 0309-1600; GBR; DA. 1982; VOL. 36; NO 1; PP. 9-26; BIBL. 17 REF.Article

ZUR BERECHNUNG UND KONSTRUKTION VON EINSCHALINGEN VERKHERSTUNNELBAUTEN AUS STAHLBETON IM OBERFLACHENNAHEN BEREICH = CALCUL ET CONCEPTION DES TUNNELS POUR TRAFIC DES VOYAGEURS, AVEC UN SEUL REVETEMENT EN BETON ARME, CONSTRUITS PRES DE LA SURFACE DU SOLSCHMIDT SCHLEICHER H; LIPPERT D.1982; KONSTR. ING. BAU; ISSN 0023-3633; DEU; DA. 1982; NO 40; PP. 17-23; BIBL. 5 REF.Article

THE UNITUNNEL IN ACTION = LE UNITUNNEL EN ACTIONRICHARDSON M; SCRUBY J.1981; TUNN. TUNNELL.; ISSN 0041-414X; GBR; DA. 1981; VOL. 13; NO 4; PP. 29-33Article

ZUR KONSTRUKTION VON EINSCHALIGEN VERKEHRSTUNNELBAUTEN AUS STAHLBETON IM OBERFLAECHENNAHEN BEREICH = LA CONSTRUCTION DES TUNNELS DE CIRCULATION A COFFRAGE (COQUE) UNIQUE EN BETON ARME DANS LA ZONE VOISINE DE LA SURFACESCHMIDT SCHLEICHER H.1981; KONSTR. ING. BAU; ISSN 0023-3633; DEU; DA. 1981; NO 38-39; PP. 96-99Article

STABILITAT VON SCHACHT- UND TUNNELAUSKLEIDUNGEN AUS GELENKIG MITEINANDER VERBUNDENEN SCHUESSEN UNTER AXIALER BELASTUNG = STABILITE DES REVETEMENTS DE TUNNELS ET DE PUITS AVEC JOINTS ARTICULES ENTRE LES ANNEAUX DU REVETEMENT SOUS CHARGE AXIALELINK H.1979; INGR-ARCH.; DEU; DA. 1979; VOL. 48; NO 1; PP. 51-63; ABS. ENG; BIBL. 4 REF.Article