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

WANDVERKLEIDUNGEN VON STRASSENTUNNELS EIN SPEZIELLES FASSADEN-PROBLEM. = REVETEMENT DES PAROIS DE TUNNELS - UN PROBLEME DE FACADE PARTICULIERSCHRADIN H.1977; BAUMASCH. U. BAUTECH.; DTSCH.; DA. 1977; VOL. 24; NO 4; PP. 254-260; BIBL. 6 REF.Article

AUFSPUEREN VON ABDICHTUNGSSCHAEDEN AN FERTIGGESTELLTEN BAUWERKEN. = DETECTION DES DEFAUTS D'ETANCHEITE DANS DES OUVRAGES TERMINESKLAWA N.1978; V.D.I. BER.; DTSCH.; DA. 1978; NO 295; PP. 75-86; (ABDICHTUNGEN TIEFBAU. TAG. VORTR.; DUESSELDORF; 1977)Conference Paper

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

SOME SHUTTERS TO KEEP YOU ON TOP FORMWALLIS S.1983; TUNNELS AND TUNNELLING; ISSN 0041-414X; GBR; DA. 1983; VOL. 15; NO 5; PP. 41-44Article

SLIDING RESISTANCE OF JACKED TUNNEL LINING = RESISTANCE AU GLISSEMENT DE REVETEMENT DE TUNNEL MIS EN PLACE PAR VERINWASHBOURNE J.1982; TUNN. TUNNELL.; ISSN 0041-414X; GBR; DA. 1982; VOL. 14; NO 10; PP. 17-18Article

ZKUSENOSTI S POUZITEM STRIKANEHO BETONU = EXPERIENCES DANS L'EMPLOI DE LA GUNITEMACHA J.1981; INZ. STAVBY; ISSN 0021-0277; CSK; DA. 1981; VOL. 29; NO 10; PP. 113-115; BIBL. 5 REF.Article

OPTIMIERUNG DES AUSBAUES IN UNTERTAEGIGEN HOHLRAEUMEN BEISPIEL: ANKERAUSBAU. = OPTIMISATION DES REVETEMENTS DES EXCAVATIONS SOUTERRAINES. EXEMPLE BOULONNAGEGALCZYNSKI S; DUDEK K.1978; ROCK MECH., SUPPL.; AUT; DA. 1978; NO 7; PP. 249-265; ABS. ENG; BIBL. 8 REF.Article

PARTICULARITES DU MOULAGE DES MURS DE BETON POUR TUNNELSFAJVUSOVICH AS.1978; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1978; NO 6; PP. 80-86; BIBL. 9 REF.Article

WASSERDICHTE TUNNELAUSKLEIDUNGEN AUS STAHLBETON. = REVETEMENTS EN BETON ARME ETANCHES A L'EAU POUR TUNNELSSAWINSKI J.1978; V.D.I. BER.; DTSCH.; DA. 1978; NO 295; PP. 37-47; (ABDICHTUNGEN TIEFBAU. TAG. VORTR.; DUESSELDORF; 1977)Conference Paper

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

NAVRH BEZMOMENTOVE OBEZDIVKY PODZEMNICH OBJEKTU = CALCUL D'UN REVETEMENT SANS MOMENT DE STRUCTURES SOUTERRAINESPOKORNY L; PROCHAZKA P.1981; INZ. STAVKY; ISSN 0021-0277; CSK; DA. 1981; VOL. 29; NO 6; PP. 246-250; ABS. RUS/GER/ENG; BIBL. 2 REF.Article

THE CASE FOR TUNNEL JACKINGLEENEY J.1979; TUNNELS AND TUNNELLG; GBR; DA. 1979; VOL. 11; NO 1; PP. 39-42Article

KONSTRUKTIVE GESICHTSPUNKTE BEIM ABDICHTEN IM TUMELBAU. = POINTS DE VUE CONSTRUCTIFS CONCERNANT L'ETANCHEMENT DES TUNNELSHAACK A.1978; V.D.I. BER.; DTSCH.; DA. 1978; NO 295; PP. 29-36; BIBL. 7 REF.; (ABDICHTUNGEN TIEFBAU. TAG. VORTR.; DUESSELDORF; 1977)Conference Paper

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

ANALYSIS AND DESIGN FOR CIRCULAR TUNNEL LINING = ANALYSE ET CALCUL DE REVETEMENT DE TUNNEL CIRCULAIREMURALIDHARAN K; BRENKER J; GEISSLER E et al.1982; TUNN. TUNNELL.; ISSN 0041-414X; GBR; DA. 1982; VOL. 14; NO 8; PP. 12-14; BIBL. 9 REF.Article

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

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