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

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

The onset of tear propagation at slits in stressed uncoated plain weave fabricsGODFREY, T. A; ROSSETTOS, J. N.Journal of applied mechanics. 1999, Vol 66, Num 4, pp 926-933, issn 0021-8936Article

Stress softening, strain localization and permanent set in the circumferential shear of an incompressible elastomeric cylinderHUNTLEY, H. E; WINEMAN, A. S; RAJAGOPAL, K. R et al.IMA journal of applied mathematics. 1997, Vol 59, Num 3, pp 309-338, issn 0272-4960Article

Effects of laboratory asphalt concrete specimen preparation variables on fatigue and permanent deformation test results using strategic highway research program A-003A proposed testing equipmentHARVEY, J; MONISMITH, C. L.Transportation research record. 1993, Num 1417, pp 38-48, issn 0361-1981Article

Development of criteria to evaluate uniaxial creep data and asphalt concrete permanent deformation potentialLITTLE, D. N; BUTTON, J. W; YOUSSEF, H et al.Transportation research record. 1993, Num 1417, pp 49-57, issn 0361-1981Article

Seismic risk analysis for earth dams = Analyse de risque sismique pour barrage en terreYEGIAN, M. K; MARCIANO, E. A; GHAHRAMAN, V. G et al.Journal of geotechnical engineering. 1991, Vol 117, Num 1, pp 18-34, issn 0733-9410, 17 p.Article

Comportement en traction de matériaux de chaussées traités au laitierLINDER, R; CHERFAOUI, M; REYMOND, M. C et al.Les Cahiers de rhéologie (Paris). 1991, Vol 9, Num 3, pp 153-164, issn 1149-0039Article

Analyse des Verdichtungsvorganges in sandigen Substraten auf der Basis von Messungen der bleibenden und elastischen Verformung = Analyse du processus de compactage dans des substrats sableux basée sur les mesures de déformation permanente et élastique = Analysis of the compaction process in Sandy substrates on the basis of measurements of permanent and elastic deformationROGASIK, H; MORSTEIN, K.-H.Archiv für Acker- und Pflanzenbau und Bodenkunde. 1987, Vol 31, Num 9, pp 563-572, issn 0365-0340Article

The analytical design of bituminous pavements = Calcul analytique des chaussées souplesBROWN, S. F; BRUNTON, J. M; STOCK, A. F et al.Proceedings - Institution of Civil Engineers. Part 2. Research and theory. 1985, Vol 79, Num 3, pp 1-31, issn 0307-8361Article

Eine überstreichbare zulässige Gesamtverformung (ZGV)? Vorsicht Verfuger: Bewegungen für Deckanstriche auf Dichtstoff-Oberflächen sind nicht berechenbar = An admissible recoverable total strain ? Carefully jointing : Behaviours of paintworks and thick coatings are not predictibleBAUST, E.Bautenschutz + Bausanierung. 2000, Vol 23, Num 5, pp 18-19, issn 0170-9267Article

Random walk model of impact phenomenaWEST, B. J; SHLESINGER, M.Physica. A. 1984, Vol 127, Num 3, pp 490-508, issn 0378-4371Article

Optimierung des Wärme-Compression-Set von schwefelvulkanisiertem Nitrilkautschuk = Optimisation de la rémanence par compression à chaud de caoutchoucs nitriles vulcanisés au soufre = Optimization of compression set at elevated temperatures of sulfur-crosslinked nitrile rubberHOFMANN, W.Kautschuk und Gummi, Kunststoffe. 1983, Vol 36, Num 12, pp 1044-1061, issn 0022-9520Article

Earthquake-induced permanent deformations : probabilistic approach = Déformations permanentes dues à un séisme: approche probabilisteYEGIAN, M. K; MARCIANO, E. A; GHAHRAMAN, V. G et al.Journal of geotechnical engineering. 1991, Vol 117, Num 1, pp 35-50, issn 0733-9410, 16 p.Article

Serviceability considerations for guideways and bridges = Considérations sur l'état de service des ponts et voies surélevéesNOWAK, A. S; GROUNI, H. N.Canadian journal of civil engineering (Print). 1988, Vol 15, Num 4, pp 534-538, issn 0315-1468Article

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

Geotechnical Properties of Waste Excavation Rock in Pavement Subbase ApplicationsARULRAJAH, A; ALI, M. M. Y; PIRATHEEPAN, J et al.Journal of materials in civil engineering. 2012, Vol 24, Num 7, pp 924-932, issn 0899-1561, 9 p.Article

Investigating the Effects of Loading Frequency and Temperature on Moisture Sensitivity of SBS-Modified Asphalt MixturesKHODAII, Ali; FEREIDOON MOGHADAS NEJAD; FOROUGH, Seyed Arash et al.Journal of materials in civil engineering. 2014, Vol 26, Num 5, pp 897-903, issn 0899-1561, 7 p.Article

Geotechnical Properties of Blends of Recycled Clay Masonry and Recycled Concrete Aggregates in Unbound Pavement ConstructionAZAM, A. M; CAMERON, D. A.Journal of materials in civil engineering. 2013, Vol 25, Num 6, pp 788-798, issn 0899-1561, 11 p.Article