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CUMULATIVE DEFLECTION AND PAVEMENT PERFORMANCEHIGHTER WH; HARR ME.1975; PROC. AMER. SOC. CIV. ENGRS TRANSPORT. ENGNG J. A.S.C.E.; U.S.A.; DA. 1975; VOL. 101; NO 3; PP. 537-551; BIBL. 2P.Article

PAVEMENT DESIGN AND MANAGEMENT SYSTEMS1974; TRANSPORT. RES. REC.; U.S.A.; DA. 1974; NO 512; PP. (78 P.); BIBL. DISSEMArticle

A SIMPLIFIED, FUNDAMENTAL DESIGN PROCEDURE FOR BITUMINOUS PAVEMENTSBROWN SF.1974; HIGHWAY ENGR; G.B.; DA. 1974; VOL. 21; NO 8-9; PP. 14-44 (10 P.); BIBL. 36 REF.Article

FASTEST GROOVER IN THE WEST.1978; INDUSTR. DIAM. REV.; G.B.; DA. 1978-02; PP. 58-59Article

FILIALE DU GROUPE BEUGNET LA S.T.A.R. A PRESENTE SUR L'AUTOROUTE A.1 LE "ROTO-MILL" C.M.I. PR750 UNE MACHINE A BOUCHARDER ET A RABOTER LES CHAUSSEES1978; CHANTIERS DE FR.; FRA; DA. 1978; NO 113; PP. 53Article

ENTRETIEN PREVENTIF DU RESEAU ROUTIER NATIONAL. REPERTOIRE DES DEGRADATIONSsd; FRA; BAGNEUX: SETRA/PARIS: LCPC; DA. S.D.; 51 P.; 21 CMMiscellaneous

NOUVELLES CONCEPTIONS DE CHAUSSEES SOUPLESPOLIACEK I.1974; INZ. STAVBY; CESKOSL.; DA. 1974; VOL. 22; NO 5; PP. 247-251; ABS. RUSSE ANGL. ALLEM.; BIBL. 24 REF.Article

STATISTICAL VARIATIONS OF FLEXIBLE PAVEMENT PROPERTIES AND THEIR CONSIDERATION IN DESIGNDARTER MI; HUDSON NR; BROWN JL et al.1973; IN: ASPHALT PAVING TECHNOL. PROC. ASSOC. ASPHALT PAVING TECHNOL. TECH. SESS.; HOUSTON, TEX.; 1973; MINNEAPOLIS; ASSOC. ASPHALT PAVING TECHNOL.; DA. 1973; PP. 589-615; BIBL. 2 P. 1/2Conference Paper

METHODES MODERNES DE DIMENSIONNEMENT DES CHAUSSEES D'AEROPORT. IIMORALDI G.1975; STRASSE U. VERKEHR; SCHWEIZ; DA. 1975; VOL. 61; NO 7; PP. 307-309; BIBL. 24 REF.Article

ERWEITERUNG VON BERECHNUNGSANSAETZEN UND SENSITIVITAETSTESTS SOWIE ENTWICKLUNG VON VERHALTENS- UND MANAGEMENTSMODELLEN ALS GRUNDLAGEN DER WIRTSCHAFTLICHKEITSRECHNUNG FUER STRASSENBEFESTIGUNGEN = EXTENSION DES METHODES DE CALCUL ET ESSAIS DE SENSITIVITE ET DEVELOPPEMENT DE MODELES "GESTION COMPORTEMENT" EN TANT QUE BASE DE CALCUL DE LA RENTABILITE DE STABILISATION DE ROUTESCHMUCK A; BECKER H; OEFNER G et al.1981; FORSCH. STRASSENB. STRASSENVERKEHRSTECH.; ISSN 0344-0788; DEU; DA. 1981; NO 324; PP. 87-366; ABS. ENG/FRE; BIBL. 139 REF.Article

TECHNICKOEKONOMICKE POROVNANIE VARIANTOV CESTNEJ VOZOVKY = COMPARAISON TECHNICO-ECONOMIQUE DE DIFFERENTES CHAUSSEESCHOMJAK JV.1980; INZ. STAVBY; CSK; DA. 1980; VOL. 28; NO 5; PP. 166-169; ABS. RUS/ENG/GER; BIBL. 2 REF.Article

QUELQUES ASPECTS DES PROBLEMES ROUTIERS EN YOUGOSLAVIELAMER M.1975; BULL. LIAISON LAB. PONTS CHAUSS.; FR.; DA. 1975; NO 77; PP. 45-54Article

COMPORTEMENT, AUSCULTATION ET SURVEILLANCE DES CHAUSSEES EN BETONROUQUES G; CHRISTORY JP.1975; BULL. LIAISON LAB. PONTS CHAUSS.; FR.; DA. 1975; NO 77; PP. 85-114; ABS. ANGL. ALLEM. ESP. RUSSE; BIBL. 11 REF.Article

CUTLER REPAVE. A NEW CONCEPT IN PAVEMENT RESURFACINGHARRIS CD.1976; HIGHWAY ENGR; G.B.; DA. 1976; VOL. 23; NO 7; PP. 29-35Article

FULL-DEPTH ASPHALT AIRFIELD PAVEMENTS = DALLAGES D'AEROPORTS D'ASPHALTE DU TYPE FULL-DEPTHWITCZAK MW; SHOOK JF.1975; PROC. AMER. SOC. CIV. ENGRS, TRANSPORT. ENGNG J. A.S.C.E.; U.S.A.; DA. 1975; VOL. 101; NO 2; PP. 297-309; BIBL. 11 REF.Article

CONCEPTION DES CHAUSSEES SOUPLES A FAIBLE TRAFICDESVIGNES R.1974; CONSTRUCTION; FR.; DA. 1974; VOL. 29; NO 9; PP. 253-257Article

NEW STRUCTURAL MODELS FOR DESIGN OF FLEXIBLE PAVEMENTS INCORPORATING FATIGUE, LINEAR ELASTIC LAYERED THEORY AND STOCHASTIC CONCEPTSJAIN SP.1976; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1976; VOL. 56; NO 3-4; PP. 114; BIBL. 15REF.Article

A SIMPLE CHART FOR THE PREDICTION OF RESILIENT MODULUSKIRWAN RW; SNAITH MS.1976; GEOTECHNIQUE; G.B.; DA. 1976; VOL. 26; NO 1; PP. 212-215; BIBL. 8 REF.; 3 ILL.Article

SKID RESISTANCE1974; TRANSPORT. RES. REC.; U.S.A.; DA. 1974; NO 523; PP. (157 P.); BIBL. DISSEM.Article

LES REVETEMENTS MINCES: SOLUTIONS ECONOMIQUES POUR L'ENTRETIEN DES CHAUSSEESLANGUMIER G.1980; REV. GEN. ROUTES AERODROMES; FRA; DA. 1980; NO 563; PP. 63-69; ABS. ENG/GER/SPAArticle

DIMENSIONNEMENT ET RENFORCEMENT DE ROUTES A FAIBLE TRAFIC ET A SUPERSTRUCTURE SOUPLEBURLET E.1981; STRASSE VERKEHR; ISSN 0039-2189; CHE; DA. 1981; VOL. 67; NO 9; PP. 293-302; ABS. GER; BIBL. 3 REF.Article

DIMENSIONNEMENT, ENTRETIEN ET RENFORCEMENT DES CHAUSSEES A REVETEMENT HYDROCARBONEREICHERT J; ROMAIN JE.1981; RECH. ROUT.; ISSN 0040-1277; BEL; DA. 1981; NO 4; PP. 6-30; (12 P.); ABS. FLE/ENG/GER; BIBL. 24 REF.; IDEM FLEArticle

SKID-RESISTANT ROAD SURFACINGS AND TYRE NOISE = SURFACAGES ROUTIER ANTI-GLISSANCE ET BRUIT DES PNEUSSALT GF.1979; INST. CIV. ENGRS, PROC.; GBR; DA. 1979-02; VOL. 66; NO 1; PP. 115-125; BIBL. 6 REF.Article

VEHICULES ET ROUTES.JEUFFROY G.1977; PARIS; TECH. ING.; DA. 1977; VOL. C4400; PP. (16P.); (CONSTR. C79)Miscellaneous

A NON-DESTRUCTIVE METHOD FOR DETERMINING THE THICKNESS OF PAVEMENT LAYERS = METHODE NON DESTRUCTIVE DE DETERMINATION DE L'EPAISSEUR DES COUCHES DE CHAUSSEESMCLELLAN JC; HOOPER SJ.1978; TRRL SUPPL. RESP.; ISSN 0305-1315; GBR; DA. 1978; NO 331; 9 P.; H.T. 7; BIBL. 2 REF.Serial Issue

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