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kw.\*:("REVETEMENT TUNNEL")

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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

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

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

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

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

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

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

LE REVETEMENT DES TUNNELS PAR BUSES METALLIQUES.BAUDE L; DARCY J; SONZINI J et al.1977; TUNNELS OWR. SOUTERR.; FR.; DA. 1977; NO 19; PP. 26-37Article

TRENDS IN THE DEVELOPMENT OF CONCRETE PUMPING AND PLACING EQUIPMENT FOR TUNNEL CONSTRUCTION = TENDANCES AU DEVELOPPEMENT DU POMPAGE DU BETON ET EQUIPEMENT DE MISE EN PLACE POUR LA CONSTRUCTION DE TUNNELVON ECKARDSTEIN E.1982; TUNN. TUNNELL.; ISSN 0041-414X; GBR; DA. 1982; VOL. 14; NO 1; PP. 58-59Article

CONTROLLING THE QUALITY OF CONCRETE IN TUNNELSSEHGAL JP; GOODMAN D.1980; TUNNELS AND TUNNELLG; GBR; DA. 1980; VOL. 12; NO 6; PP. 17-20Article

PERFORMANCE OF A 10-FOOT DIAMETER STEEL TUNNEL LINING IN SOFT GROUND = PERFORMANCE D'UN REVETEMENT DE TUNNEL EN ACIER DE 10 FT DE DIAMETRE DANS UN SOL MOUBELOFF WR; DUNNICLIFF J; JAWORSKI WE 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. 838-860; BIBL. 8 REF.Conference Paper

HOOPS AND RINGS PUT TUNNEL IN A WATERPROOF SHEATHGOLDSBY EF.1978; TUNNELS AND TUNNELLG; GBR; DA. 1978; VOL. 11; NO 2; PP. 60-61Article

BELASTUNGS- UND DEFORMATIONSMESSUNGEN AN EINER TUNNELSCHALUNG = MESURE DES CONTRAINTES ET DES DEFORMATIONS D'UN COFFRAGE DE TUNNELMULLER C.1978; SCHWEIZ. BAUZTG; CHE; DA. 1978; VOL. 96; NO 37; PP. 693-695Article

DETERMINATION DE LA PRESSION DU TERRAIN SUR LE REVETEMENT D'UN TUNNEL. PROCEDE DE MESURE IN SITU.KOVARI K; AMSTAD C; FRITZ P et al.1978; TUNNELS OUVR. SOUTERR.; FR.; DA. 1978; NO 26; PP. 81-84; BIBL. 3 REF.Article

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