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Premières expériences d'utilisation des déflectographes Lacroix en Argentine = First experiences of use of Lacroix deflectographs in ArgentinaPETRONI, E; TAGLE, A; TOSTICARELLI, J et al.Revue générale des routes et des aérodromes. 1984, Vol 58, Num 614, pp 32-36, issn 0035-3191Conference Paper

Dynamics of falling weight deflectometerSEBAALY, B; DAVIS, T. G; MAMLOUK, M. S et al.Journal of transportation engineering. 1985, Vol 111, Num 6, pp 618-632, issn 0733-947XArticle

Application of falling weight deflectometer data for analysis of superheavy loadsCHEN, D.-H; FERNANDO, E; MURPHY, M et al.Transportation research record. 1996, Num 1540, pp 83-90, issn 0361-1981Conference Paper

Deflectograph : the way forward for structural assessmentFERNE, B. W; ROBERTS, P. K.Highways and transportation. 1991, Vol 38, Num 10, pp 5-6, issn 0265-6868Article

Rolling weight deflectometer with thermal and vibrational bending compensationJOHNSON, R. F; RISH, J. W.Transportation research record. 1996, Num 1540, pp 77-82, issn 0361-1981Conference Paper

EVALUATION OF PAVEMENT IN FLORIDA BY USING THE FALLING-WEIGHT DEFLECTOMETER = EVALUATION DE CHAUSSEE EN FLORIDE A L'AIDE DU DEFLECTOMETRE A CHUTE DE POIDSSHARMA J; STUBSTAD RN.1980; TRANSP. RES. REC.; ISSN 0361-1981; USA; DA. 1980; NO 755; PP. 42-48; BIBL. 10 REF.Article

DIMENSIONIERUNG AUFGRUND VON DEFLEKTIONSMESSUNGEN. VERSTAERKUNG BITUMINOESER STRASSENBELAEGE. = DIMENSIONNEMENT EN FONCTION DE MESURES DE DEFLECTION. RENFORCEMENT DE REVETEMENTS ROUTIERS BITUMINEUXOTTO H.1978; STRASSE U. VERKEHR; SCHWEIZ; DA. 1978; VOL. 64; NO 1; PP. 13-17; ABS. FR.Article

Comparison of simplified elastostatic and elastodynamic models for falling weight deflectometer data interpretationSTOLLE, D. F. E.Transportation research record. 1996, Num 1540, pp 72-76, issn 0361-1981Conference Paper

Mécanique des chaussées. Thème 2. Appareils d'auscultation-5. Le déflectographe 04 = Pavements mecanics. Thème 2. Auscultation devices. 5. The deflectograph 04BAUCHERON DE BOISSOUDY, A; GRAMSAMMER, J.-C; KERYELL, P et al.Bulletin de liaison des laboratoires des ponts et chaussées. 1984, Num 129, pp 81-98, issn 0458-5860Article

PAVEMENT DEFLECTION.: OPERATING PROCEDURES FOR USE IN THE UNITED KINGDOM.KENNEDY CK.1978; TRANSP. ROAD RES. LAB., REP. LR; G.B.; DA. 1978; NO 835; PP. 1-35; H.T. 2; BIBL. 6 REF.Serial Issue

Evaluation du curviamètre MT 15 = Appraisal of the MT 15 Curviameter = Bewertung des Curviameters MT 15 = Evaluación del curviametro MT 15LEPERT, P; AUSSEDAT, G; SIMONIN, J.-M et al.Bulletin des laboratoires des ponts et chaussées. 1997, Num 209, pp 3-11, issn 1269-1496Article

Le curviamètre CEBTP, un appareil fidèle d'auscultation des chausséesLIAUTAUD, G; BAMBA, B.Revue générale des routes et des aérodromes. 1983, Vol 57, Num 602, pp 17-36, issn 0035-3191Article

FLEXIBLE PAVEMENT EVALUATION AND OVERLAY DESIGN = EVALUATION DES CHAUSSEES SOUPLES ET CONCEPTION DES SOUS-COUCHESBANDYOPADHYAY SS.1982; PROC. AM. SOC. CIV. ENG., TRANSP. ENG. J. ASCE; ISSN 0569-7891; USA; DA. 1982; VOL. 108; NO 6; PP. 523-539; BIBL. 40 REF.Article

ZIST'OVANIE PREVADZKOVEJ VYKONNOSTI NETUHYCH VOZONICK LESNYCH CIEST PAKOVYM PRIEHYBOMEROM = DETERMINATION DE L'EFFICACITE OPERATIONNELLE DE CHAUSSEES NON RIGIDES DE ROUTE FORESTIERE A L'AIDE DU DEFLECTOMETRE A LEVIERZELINKA L.1981; LESN. CAS.; ISSN 0323-1046; CSK; DA. 1981; VOL. 27; NO 4; PP. 271-277; ABS. RUS/ENG/GER; BIBL. 7 REF.Article

ANALYSIS OF IN SITU GRANULAR-LAYER MODULUS FROM DYNAMIC ROAD-RATER DEFLECTIONS = ANALYSE DU MODULE IN SITU DES COUCHES GRANULAIRES A PARTIR DES DEFLEXIONS DYNAMIQUES DONNEES PAR UN DISPOSITIF D'ENREGISTREMENT DE LA ROUTED'AMATO PA; WITCZAK MW.1980; TRANSP. RES. REC.; ISSN 0361-1981; USA; DA. 1980; NO 755; PP. 20-30; BIBL. 10 REF.Article

NEW DEVELOPMENTS IN THE INSTRUMENTATION OF UNDERGROUND OPENINGS = NOUVEAUX DEVELOPPEMENTS DANS L'INSTRUMENTATION DES OUVERTURES SOUTERRAINESKOVARI K; AMSTAD C; KOEPPEL J 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. 817-837; BIBL. 4 REF.Conference Paper

NOUVEAUX SYSTEMES D'ENREGISTREMENT POUR DEFLECTOGRAPHESSIFFERT M; BRIANT M; FAUBERT M et al.1979; BULL. LIAISON LAB. PONTS CHAUSS.; FRA; DA. 1979; NO 99; PP. 65-74; ABS. ENG/GER/SPA/RUS; BIBL. 12 REF.Article

Pavement design, performance, and rehabilitation = Calcul de chaussées, performances et réhabilitationTransportation research record. 1983, Num 930, issn 0361-1981, IV-90 pSerial Issue

MAINTENANCE IN URBAN AREAS.HATHERLY LW.1978; HIGHWAY ENGR; G.B.; DA. 1978; VOL. 25; NO 5; PP. 5-9; BIBL. 6 REF.Article

Normal stresses in a granular material under falling weight deflectometer loadingULLIDTZ, P; ASKEGAARD, V; SJØLIN, F. O et al.Transportation research record. 1996, Num 1540, pp 24-28, issn 0361-1981Conference Paper

Pavement strengthening at minimum cost = Renforcement de chaussée à un coût minimalPYNN, J.Research report - Transport and Road Research Laboratory. 1986, Num 73, issn 0266-5247, 10 p.Serial Issue

PAVEMENT DEFLECTION: EQUIPMENT FOR MEASUREMENT IN THE UNITED KINGDOM.KENNEDY CK; FEVRE P; CLARKE CS et al.1978; TRANSP. ROAD RES. LAB., REP. LR; G.B.; DA. 1978; NO 834; PP. 1-23; BIBL. 7 REF.Serial Issue

LE DEFLECTOGRAPHE LACROIX LCPCGRESSIN JC.1982; REV. GEN. ROUTES AERODR.; ISSN 0035-3191; FRA; DA. 1982; NO 591; PP. 73-74; ABS. ENG/GER/SPAConference Paper

Loading mode effects on pavement deflections = Effets du mode de chargement sur les déflexions de chausséeHOFFMAN, M. S.Journal of transportation engineering. 1983, Vol 109, Num 5, pp 651-668, issn 0733-947XArticle

MAY CLASSICAL THEORY OF ELASTICITY BE USED FOR PARTICULATE MATERIALS. (PREPARED DISCUSSION) = PEUT-ON UTILISER LA THEORIE CLASSIQUE DE L'ELASTICITE A DES MATERIAUX PARTICULIERS.ULLIDTZ P.1982; QUALITY OF MECHANICAL OBSERVATIONS ON PARTICULATE MEDIA EUROMECH COLLOQUINM. 157/1982-08-18/LYNGBY; DNK; LYNGBY: TECHNICAL UNIVERSITY OF DENMARK; DA. 1982; PP. Z.1-Z.4Conference Paper

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