kw.\*:("PERMANENT STRAIN")
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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
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
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
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
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
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
Permanent strains from cyclic variable-amplitude loadingsSTEWART, H. E.Journal of geotechnical engineering. 1986, Vol 112, Num 6, pp 646-660, issn 0733-9410Article
AN EXPERIMENTAL APPROACH TO THE CONTACT PROBLEM BETWEEN HIGH HARDNESS SURFACE BODIES, SINGLE AND MULTI CONTACTARCAN M; ZANDMAN F.1982; MECH. RES. COMMUN.; ISSN 0093-6413; USA; DA. 1982; VOL. 9; NO 1; PP. 1-8; BIBL. 3 REF.Article
REPETITIVE LOAD DEFORMATION OF COHESIONLESS SOIL = DEFORMATIONS SOUS CHARGE REPETEE DE SOLS NON COHERENTSDIYALJEE VA; RAYMOND GP.1982; PROC. AM. SOC. SOC. CIV. ENG., J. GEOTECH. ENG. DIV.; ISSN 0733-9410; USA; DA. 1982; VOL. 108; NO GT10; PP. 1215-1229; BIBL. 18 REF.Article
PERMANENT DISPLACEMENT DUE TO CYCLIC WAVE LOADING = DEPLACEMENT PERMANENT DU AUX CHARGES CYCLIQUES DES VAGUESMARR WA; CHRISTIAN JT.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; NO GT8; PP. 1129-1149; BIBL. 8 REF.Article
TERRASSEMENTS ROUTIERS. COMPORTEMENT DES SOLS SUPPORTS DE CHAUSSEES A L'APPAREIL TRIAXIAL A CHANGEMENTS REPETESPAUTE J.1983; BULL. LIAISON LAB. PONTS CHAUSS.; ISSN 0458-5860; FRA; DA. 1983; NO 124; PP. 101-114; ABS. ENG/GER/SPA/RUS; BIBL. 18 REF.Article
RESISTANCE A LA DEFORMATION PERMANENTE DES ENROBES EN FRANCE. ETUDE DE LABORATOIRE ET ENSEIGNEMENTS DU COMPORTEMENT SOUS TRAFIC.BONNOT J; BARBE B; GRIMAUX JP et al.1978; REV. GEN. ROUTES AERODROMES; FR.; DA. 1978; VOL. 52; NO 540; PP. 55-61Article
DYNAMIC RECOVERY DURING AND AFTER STEADY STATE DEFORMATION OF AL-11WT% ZN.HAUSSELT J; BLUM W.1976; ACTA METALLURG.,; E.U.; DA. 1976; VOL. 24; NO 11; PP. 1027-1039; ABS. FR. ALLEM.; BIBL. 41 REF.Article
SOIL FAILURE MODES IN UNDRAINED CYCLIC LOADING = MODES DE RUPTURE DU SOL SOUMIS A DES CHARGES CYCLIQUES DANS DES CONDITIONS NON DRAINEESSELIG ET; CHANG CS.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; GT5; PP. 539-551; BIBL. 8 REF.Article
TSW-EIN TRIAXIALGERAET ZUR SCHUBWECHSELBEANSPRUCHUNG VON UNGEBUNDENEN UND GEBUNDENEN MATERALIEN = TSW: UN APPAREIL TRIAXIAL POUR DES SOLLICITATIONS ALTERNEES DE CISAILLEMENT SUR DES MATERIAUX COHERENTS OU NONJESSBERGER HL; DOERR R.1978; BAUTECHNIK; DEU; DA. 1978; VOL. 55; NO 5; PP. 171-173Article
New circuit materials hold shape after bending, process like rigid boardsGURLEY, S.Electri.onics. 1983, Vol 29, Num 10, pp 29-30, issn 0745-4309Article
Design of polyvinyl chloride tar mixes for resistance to permanent deformation = Conception de mélange de goudron-chlorure de polyvinyl pour une résistance aux déformations permanentesSINGH, G; DHLIWAYO, M. W.ASTM geotechnical testing journal. 1984, Vol 7, Num 1, pp 19-25, issn 0149-6115Article
Experimental test results presented for field-damaged orifice meter platesTEYSSANDIER, R. G; CHISMAN, W. E.Oil & gas journal. 1984, Vol 82, Num 18, pp 70-73, issn 0030-1388Article
The permanent deformation of a cracked cantilever struck transversely at its tipPETROSKI, H. J.Journal of applied mechanics. 1984, Vol 51, Num 2, pp 329-334, issn 0021-8936Article
Development of curring systems for low compression set in EPDMVAN MEERBEEK, A.Kautschuk und Gummi, Kunststoffe. 1983, Vol 36, Num 12, pp 1062-1066, issn 0022-9520Article