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Results 1 to 25 of 399

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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

Effects of fines and water contents on the mechanical behavior of interlayer soil in ancient railway sub-structureTRONG VINH DUONG; ANH MINH TANG; CUI, Yu-Jun et al.Soils and foundations. 2013, Vol 53, Num 6, pp 868-878, issn 0038-0806, 11 p.Article

Verschweisste Temperaturverformungen von Brücken = Déformations des soudures dans les ponts dues aux températures = Weldings deformations in bridges due to temperatureSCHLEICHER, W.Der Stahlbau. 2001, Vol 70, Num 8, pp 559-562, issn 0038-9145Article

Permanent deformation in asphalt concreteDRESCHER, A; KIM, J. R; NEWCOMB, D. E et al.Journal of materials in civil engineering. 1993, Vol 5, Num 1, pp 112-128, issn 0899-1561Article

Deformation mechanism in asphaltic concrete = Mécanisme de déformation du béton bitumineuxKHEDR, S. A.Journal of transportation engineering. 1986, Vol 112, Num 1, pp 29-45, issn 0733-947XArticle

Earthquake induced deformations f earth-fill and rock-film damsPASKALOV, T. A.International journal of soil dynamics and eathquake engineering. 1985, Vol 4, Num 1, pp 35-42, issn 0261-7277Article

Nouvelle approche pour l'étude des déformations permanentes des graves non traitées à l'appareil triaxial à chargements répétés = A new approach for investigating the permanent deformation behaviour of unbound granular material using the repeated loading triaxial apparatus = Ein neuer Ansatz für die Untersuchung bleibender Verformungen unbehandelten Kiessando in der triaxialen Scherprüfzelle für wiederholte Belastung = Nuova aproximación para el estudio de las deformaciones permanentes de las gravas no tratadas mediante el aparato triaxial con cargas repetidasGIDEL, G; HORNYCH, P; CHAUVIN, J.-J et al.Bulletin des laboratoires des ponts et chaussées. 2001, Num 233, pp 5-21, issn 1269-1496, 17 p.Article

La susceptibilité thermique des bitumes et son incidence sur leur consistance à 60°C = Thermal susceptibility of bitumen and its incidence of consistency at 60°CBRULE, B; VANISCOTE, J.-C.Bulletin de liaison des laboratoires des ponts et chaussées. 1987, Num 147, pp 97-99, issn 0458-5860Article

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

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