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PARAMETERS OF RATIONNEL AIRFIELD PAVEMENT DESIGN SYSTEMHUDSON WR; KENNEDY TW.1973; PROC. AMER. SOC. CIV. ENGRS, TRANSPORT. ENGNG J. A.S.C.E.; U.S.A.; DA. 1973; VOL. 99; NO 2; PP. 235-253; BIBL. 15 REF.Serial Issue

AUSCULTATION, PAR LA METHODE DEFLECTOMETRIQUE, DE CHAUSSEES REVETUES AU SENEGAL. RELATION TRAFIC-DEFLEXION. EVOLUTION DE LA DEFLEXION EN FONCTION DU TRAFICDURRIEU J; LIAUTAUD; ADAM et al.1973; REV. GEN. ROUTES AERODROMES; FR.; DA. 1973; VOL. 43; NO 485; PP. 65-71 (5 P.)Serial Issue

THE CURRENT DESIGN PROCEDURE FOR FLEXIBLE PAVEMENTS IN BRITAIN = PROCEDES DE CONCEPTION COURANTS POUR LES CHAUSSEES SOUPLES EN GRANDE-BRETAGNELEIGH JV; CRONEY D.1972; 3RD INTERNATIONAL CONFERENCE ON THE STRUCTURAL DESIGN OF ASPHALT PAVEMENTS. PROCEEDINGS. I. LONDON, ENGLAND, SEPTEMBER 11-15, 1972; ANN ARBOR, MICH.; IMPR. CUSHING-MALLOY INC.; DA. 1972; PP. 1039-1048; BIBL. 8 REF.Conference Paper

EVALUATION DE LA RESISTANCE DES REVETEMENTS ROUTIERS NON RIGIDES LORS DU MOUVEMENT D'UNE AUTOMOBILESIDENKO VM; BATRAKOV OT; KONSTANTINOV VI et al.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; NO 3; PP. 148-152; BIBL. 6 REF.Article

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 DEFLECTION SURVEY TECHNIQUE FOR PAVEMENT EVALUATION IN DEVELOPING COUNTRIES = TECHNIQUE D'ETUDE DES DEFORMATIONS POUR L'EVALUATION DES CHAUSSEES DANS LES PAYS EN VOIE DE DEVELOPPEMENTSMITH HR.1973; TRANSP. ROAD RES. LAB., REP. LR; G.B.; DA. 1973; NO 525; PP. 1-22; H.T. 14; BIBL. 12 REF.Serial Issue

ETUDE DE L'ETAT D'UN REVETEMENT ROUTIER NON RIGIDE EN FONCTION DE LEURS INDICES DE RESISTANCETRET'YAK OM.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; NO 6; PP. 127-130; BIBL. 7 REF.Article

ZUR ANNAHME WIRKLICHKEITSNAEHERER E-MODULI ALS KENNWERTE FUER DAS ELASTISCHE VERFORMUNGSVERHALTEN FLEXIBLER STRASSENBEFESTIGUNGEN BEI ELAESTIZITAETS-THEORETISCHEN BEANSPRUCHUNGSRECHNUNGEN. = DE L'ACCEPTATION DE MODULES D'ELASTICITE PLUS PROCHES DE LA REALITE COMME VALEURS CARACTERISTIQUES DU COMPORTEMENT A LA DEFORMATION ELASTIQUE DE CORPS DE CHAUSSEE SOUPLE DANS LES CALCULS DES CONTRAINTES RELEVANT DE LA THEORIE DE L'ELASTICITEVON BECKER P.1976; FORSCH. STRASSENBAU STRASSENWERK.-TECH.; DTSCH.; DA. 1976; NO 204; PP. 1-130; ABS. ANGL. FR.; BIBL. 8 P. 1/2Serial Issue

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

DETERMINATION OF THE ELASTIC MODULI OF FLEXIBLE PAVEMENT COMPONENTSHAN HCS; HIRST TJ; FANG HY et al.1972; HIGHWAY RES. REC.; U.S.A.; DA. 1972; NO 407; PP. 36-38; BIBL. 2 REF.Serial Issue

COMPUTATION OF STRESSES AND STRAINS FOR THE DESIGN OF FLEXIBLE PAVEMENTS = CALCUL DES CONTRAINTES ET DEFORMATIONS POUR LA CONCEPTION DE CHAUSSEES SOUPLESBROWN SF.1972; HIGHWAY RES. REC.; U.S.A.; DA. 1972; NO 407; PP. 55-64; BIBL. 19 REF.Serial Issue

FAILURE CRITERIA FOR FLEXIBLE PAVEMENTSCRONEY D.1972; IN: 3RD INT. CONF. STRUCT. DES. ASPHALT PAVEMENTS. PROC. I. LONDON, ENGL., 1972; ANN ARBOR, MICH.; IMPR. CUSHING-MALLOY INC.; DA. 1972; PP. 608-612; BIBL. 5 REF.Conference Paper

ZWECKMAESSIGE FLEXIBLE STRASSENKONSTRUKTIONEN IN ABHAENGIGKEIT VON DER BELASTUNGSKLASSEN, DER GRUENDUNG UND DEN HAUPTBAUSTOFFEN. = CONSTRUCTION DE ROUTES FLEXIBLES ADEQUATES EN FONCTION DES CATEGORIES DE CHARGE, DES FONDATIONS ET DES PRINCIPAUX MATERIAUX DE CONSTRUCTIONWIELER HG; IVANOV NN.1977; WISSENSCH. Z. HOCHSCH. VERK.-WES. "FRIEDRICH LIST" DRESDEN; DTSCH.; DA. 1977; VOL. 24; NO 4; PP. 633-639Article

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

NEW APPROACH TO HIGH WAY RECONSTRUCTION ON THE M6.DANIEL P.1976; INDUSTR. DIAM. REV.; G.B.; DA. 1976-12; PP. 423-425Article

USE OF CONCENTRATION INDEX PAVEMENT DESIGN = UTILISATION DE L'INDICE DE CONCENTRATION DANS LA CONCEPTION DES CHAUSSEESAHLVIN RG; YU TANG CHOU; ULERY HH JR et al.1974; PROC. AMER. SOC. CIV. ENGRS, TRANSPORT, ENGNG J.A.S.C.E.; U.S.A.; DA. 1974; VOL. 100; NO 1; PP. 135-149; BIBL. 15 REF.Article

EXPERIMENTAL THICK-LIFT CONSTRUCTION OF GRAVEL ASPHALT AT SEVENOAKS BRY-PASS (A21)GAUNT J; POWELL WD.1973; TRANSP. ROAD RES. LAB., REP. LR; G.B.; DA. 1973; NO 596; PP. 1-11; H.T. 7; BIBL. 10 REF.Article

RELIABILITY CONCEPTS APPLIED TO THE TEXAS FLEXIBLE PAVEMENT SYSTEM = CONCEPTS DE FIABILITE APPLIQUES A UN SYSTEME DE CHAUSSEE SOUPLE AU TEXASDARTER MI; MCCULLOUGH BF; BROWN JL et al.1972; HIGHWAY RES. REC.; U.S.A.; DA. 1972; NO 407; PP. 146-161; BIBL. 17 REF.Serial Issue

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

DEVELOPPEMENT DE LA METHODE DE CALCUL DE LA RESISTANCE DES REVETEMENTS ROUTIERS NON RIGIDESPLEVAKO VP; MEDVEDKOVA NA.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; NO 9; PP. 141-145; BIBL. 2 REF.Article

TRAFFIC ANALYSIS FOR AIRPORT ASPHALTIC PAVEMENTS = ANALYSE DE TRAFIC POUR LES SURFACES ASPHALTEES D'UN AEROPORTWILD WA; CARTER EC; HALL JW et al.1974; PROC. AMER. SOC. CIV. ENGRS, TRANSPORT. ENGNG J. A.S.C.E.; U.S.A.; DA. 1974; VOL. 100; NO 4; PP. 873-887; BIBL. 6 REF.Article

OBERFLAECHENNACHBEHANDLUNGEN MIT BITUMENEMULSIONEN-ANWENDUNGSTECHNISCHER GROSSVERSUCH BEI DER BDS LEIPZIG = RETRAITEMENT DE SURFACE AVEC DES EMULSIONS DE BITUME. ESSAIS D'APPLICATION A GRANDE ECHELLE DANS LE DISTRICT ROUTIER DE LEIPZIGMOTHES J; EWE B; LEIBNITZ H et al.1973; STRASSE; DTSCH.; DA. 1973; VOL. 13; NO 3; PP. 122-126Serial Issue

CONSTRUCTIONS TYPES DES CHAUSSEES SOUPLESOLINGER E; TOPA R.1976; PRACE INST. BADOW. DROG MOST., WARSZAWA; POLSKA; DA. 1976; NO 34; PP. 13-41; ABS. ANGL. FR. RUSSEArticle

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