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EFFICIENT PULSE SHAPES TO PLASTICALLY DEFORM BEAMS.STRONGE WJ.1974; J. APPL. MECH.; U.S.A.; DA. 1974; VOL. 41; NO 3; PP. 604-608; BIBL. 9 REF.Article

PERMANENT DEFORMATION OF CLAMPED BEAMS SUBJECTED TO OBLIQUE IMPACT LOADING.FURMAN H; BODNER SR.1974; ISRAEL J. TECHNOL.; ISRAEL; DA. 1974; VOL. 12; NO 3-4; PP. 117-124; BIBL. 7 REF.; (8TH ISR. CONF. MECH. ENG. PROC.; TECHNION CITY, HAIFA; 1974)Conference Paper

BLEIBENDE UND VORUEBERGEHENDE VERFORMUNGEN IN ELEKTRONEN-STRAHLGESCHWEISSTEN TEILEN = LES DEFORMATIONS PERMANENTES ET ELASTIQUES DES PIECES SOUDEES PAR FAISCEAU D'ELECTRONSNADERI H.1979; Z.I.S. MITT.; DDR; DA. 1979; VOL. 21; NO 1; PP. 57-64; BIBL. 4 REF.; LOC. ISArticle

ESSAIS SUR DES POTEAUX ET DES POUTRESKEIJER U.1975; BATIM. INTERNATION.; FR.; DA. 1975; PP. 372-375 (2P.); MEME DOC. ANGL.Article

SOME OBSERVATIONS OF CONCRETE UNDER SHORT-TERM COMPRESSIVE LOADING = QUELQUES OBSERVATIONS SUR LE BETON SOUS CHARGE COMPRESSIVE DE COURTE DUREENIEMELAE E.1982; NORD. BETONG; ISSN 0029-1307; SWE; DA. 1982; VOL. 26; NO 2-4; PP. 76-77; GRAPH., TABL., PHOTOGR.Article

USE OF NON-WOVEN FABRICS IN PERMANENT ROAD PAVEMENTS = UTILISATION DE NON-TISSES DANS LES REVETEMENTS ROUTIERS PERMANENTSBROWN SF; JONES CPD; BRODRICK BV et al.1982; PROC.-INST. CIV. ENG.; ISSN 0307-8361; GBR; DA. 1982; VOL. 73; NO 9; PP. 541-563; BIBL. 30 REF.Article

DEFORMATIONS DEFINITIVES DES SOLS SOUS L'ACTION D'UN SEISME (PARTIE V)POPOVA EV.1980; VOPR. INZHENER. SEJSMOL.; SUN; DA. 1980; NO 20; PP. 190-203; BIBL. 10 REF.Article

A CONTRIBUTION TO THE MECHANISM OF CONCRETE CREEP.SOUSA COUTINHO A.1977; MATER. ET CONSTR.; FR.; DA. 1977; VOL. 10; NO 55; PP. 3-16; ABS. FR.; BIBL. 25 REF.Article

MODELLING PERMANENT STRAIN BEHAVIOUR OF UNBOUND BASE COURSE MATERIALS. A REVIEW.BARRETT JR.1976; C.S.I.R.O., DIV. APPL. ORG. CHEM. TECH. PAPER; AUSTRAL.; DA. 1976; NO 26; PP. 1-13; BIBL. 1 P. 1/2Serial Issue

ON THE DYNAMIC RESPONSE OF RIGID-PLASTIC BEAMSLEPIK UE.1980; J. STRUCT. MECH.; ISSN 0360-1218; USA; DA. 1980; VOL. 8; NO 3; PP. 227-235; BIBL. 5 REF.Article

CONSOLIDATION WITH CONSTANT RATE OF DEFORMATION = CONSOLIDATION A TAUX CONSTANT DE DEFORMATIONLEE K.1981; GEOTECHNIQUE; GBR; DA. 1981; VOL. 31; NO 2; PP. 215-229; BIBL. 11 REF.Article

EARTH DAM ANALYSIS FOR EARTHQUAKES: NUMERICAL SOLUTION AND CONSTITUTIVE RELATIONS FOR NON-LINEAR (DAMAGE) ANALYSIS = ANALYSE D'UN BARRAGE EN TERRE AUX SEISMES: SOLUTION NUMERIQUE ET RELATIONS CONSTITUTIVES POUR UNE ANALYSE NON LINEAIRE DES DOMMAGESHINTON E; CHANG CT; ZIENKIEWICZ OC et al.1981; DAMS AND EARTHQUAKE. CONFERENCE/1980/LONDON; GBR; LONDON: THOMAS TELFORD; DA. 1981; PP. 179-194; BIBL. 39 REF.Conference Paper

DISSESTI DELLE STRUTTURE: STUDIO DEGLI STATI DI TENSIONE ORIGINATI DA CEDIMENTI IN FONDAZIONE (E, PIU IN GENERALE, DA SPOSTAMENTI DI VINCOLI) = ENDOMMAGEMENTS DES STRUCTURES: ETUDE DES CONTRAINTES PROVOQUEES PAR L'AFFAISSEMENT DES FONDATIONS (ET PLUS GENERALEMENT PAR LES DEPLACEMENTS DES LIAISONS)TAGLIACOZZO C.1978; G. GENIO CIV.; ITA; DA. 1978; VOL. 116; NO 4-6; PP. 181-188; ABS. FRE/ENG/GERArticle

TRVALOST DEFORMACI KORENOVEHO SYSTEMU SMRKU ZTEPILEHO (PICEA EXCELSA LINK) = DUREE DE LA DEFORMATION DU SYSTEME RACINAIRE CHEZ LE PICEA EXCELSA LINKVOLNA M; MAUER O.1983; LESNICTVI; CSK; DA. 1983; VOL. 29; NO 3; PP. 177-189; ABS. RUS/ENG; BIBL. 6 REF.Article

IMPROVEMENTS IN ROLLED ASPHALT SURFACINGS BY THE ADDITION OF SULPHUR = AMELIORATION DU REVETEMENT EN BETON BITUMINEUX PAR ADDITION DE SOUFREDENNING JH; CARSWELL J.1981; TRRL LAB. REP.; ISSN 0305-1293; GBR; DA. 1981; NO 963; 21 P.; BIBL. 13 REF.Serial Issue

AZ ASZFALT UTPALYASZERKEZETEK MARADO ALAKVALTOZASAI = DEFORMATIONS PERMANENTES DES CHAUSSEES BITUMEESSZIRAKI L.1981; MELYEPITESTUDOM. SZEMLE; HUN; DA. 1981; VOL. 31; NO 1; PP. 31-36; ABS. ENG/ENG/RUS/FRE; BIBL. 24 REF.Article

AGRESSIVITE STATIQUE DES VEHICULES LOURDSPEYRONNE C.1980; REV. GEN. ROUTES AERODROMES; FRA; DA. 1980; NO 563; PP. 5-19; (11 P.); ABS. ENG/GER/SPAArticle

LES DEFORMATIONS PERMANENTES DES ENROBES BITUMINEUX: BILAN DE PLUSIEURS ANNEES D'EXPERIENCE ET NOUVELLES ORIENTATIONS DE LA FORMULATIONSIMONCELLI JP; UGE P.1974; REV. GEN. ROUTES AERODROMES; FR.; DA. 1974; VOL. 44; NO 500; PP. 41-47; ABS. ANGL. ALLEM. ESP.; BIBL. 13 REF.Article

DAS TRAGVERHALTEN VON BETON. ABTEILUNGEINES KENNEWERTES FUER DIE BRUCHZAEHIGKEIT = FORCE PORTANTE DU BETON. DERIVEE D'UNE VALEUR CARACTERISTIQUE DE LA TENACITE A LA RUPTUREDOZENT WU KERU.1982; BETONWERK UND FERTIGTEIL-TECHNIK; ISSN 0373-4331; DEU; DA. 1982; VOL. 48; NO 11; PP. 705-707; IDEM ENGArticle

DYNAMISCHE DAUERBELASTUNGSUNTERSUCHUNGEN AN STRASSENKONSTRUKTIONEN. = RECHERCHE EN LABORATOIRE SUR LA CHARGE DYNAMIQUE PERMANENTE D'ECHANTILLONS ROUTIERSDAVID M.1976; FORSCH. STRASSENBAU UND STRASSENVERK.-TECH.; DTSCH.; DA. 1976; NO 219; PP. 1-42; ABS. ANGL. FR.Serial Issue

OBTAINING MODULI FROM CYCLIC PRESSUREMETER TESTS = OBTENTION DES MODULES (DU SOL) A PARTIR D'ESSAIS CYCLIQUES AU PRESSIOMETREBRIAUD JL; LYTTON RL; HUNG JT et al.1983; J. GEOTECH. ENG.; USA; DA. 1983; VOL. 109; NO 5; PP. 657-665; BIBL. 10 REF.Article

Permanent deformations of unbound materials of road pavement in accelerated pavement testsKORKIALA-TANTTU, L; LAAKSONEN, R.European Conference on soil mechanics and geotechnical engineering. 2003, pp 665-670, isbn 80-86769-01-1, 6 p.Conference Paper

Permanent strains from cyclic variable-amplitude loadingsSTEWART, H. E.Journal of geotechnical engineering. 1986, Vol 112, Num 6, pp 646-660, issn 0733-9410Article

LAYERED PAVEMENT SYSTEMS = SYSTEMES DE CHAUSSEE A COUCHE1981; TRANSP. RES. REC.; ISSN 0361-1981; USA; DA. 1981; NO 810; 81 P.; BIBL. DISSEM.Serial Issue

DU PHENOMENE DE L'ORNIERAGE SUR CHAUSSEES SOUPLES ET DE LA STABILITE DES TAPIS BITUMINEUX: RAPPORT DE LA COMMISSION XII1981; REV. GEN. ROUTES AERODR.; ISSN 0035-3191; FRA; DA. 1981; NO 579; PP. 35-44; 8 P.; ABS. ENG/GER/SPA; BIBL. 2 REF.;[STANDFESTE BITUMINOESE BELAEGE BERICHT DER KOMMISSION XII ATR/FG/VSS SCHRIFFTENREIHE; KOELN: FORSCHUNGESELLSCHAFT STRASSEN U. VERKEHRSWESEN; DA. 1980]Report

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