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Results 1 to 25 of 3370

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Predicting subgrade shear modulus from existing ground modelsGUNN, D. A; JACKSON, P. D; ENTWISLE, D. C et al.NDT & E international. 2003, Vol 36, Num 3, pp 135-144, issn 0963-8695, 10 p.Conference Paper

Back analysis of soil parameters from anchor tests = Analyse en retour des paramètres du sol à partir d'essais sur ancragesVENTURA, P.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1145-1148Conference Paper

The sandwich bending specimen for characterizing adhesive propertiesHUNSTON, Donald; MIYAGI, Zenichi; SCHULTHEISZ, Carl et al.Mechanics of time-dependant materials. 2003, Vol 7, Num 1, pp 71-88, issn 1385-2000, 18 p.Article

The shear modulus of the human vocal fold, preliminary results from 20 larynxesGOODYER, Eric; HEMMERICH, Sandra; MÜLLER, Frank et al.European archives of oto-rhino-laryngology. 2007, Vol 264, Num 1, pp 45-50, issn 0937-4477, 6 p.Article

Low-temperature specific heat of double wall carbon nanotubesXIANG, B; TSAI, C. B; LEE, C. J et al.Solid state communications. 2006, Vol 138, Num 10-11, pp 516-520, issn 0038-1098, 5 p.Article

Structural and mechanical properties of fats quantified by ultrasonicsMALEKY, Fatemeh; CAMPOS, Rodrigo; MARANGONI, Alejandro G et al.Journal of the American Oil Chemists' Society. 2007, Vol 84, Num 4, pp 331-338, issn 0003-021X, 8 p.Article

Mechanical response of a simple molecular glass former in the glass transition regionMANDANICI, A; SHI, X; HUTCHESON, S. A et al.Materials science & engineering. A, Structural materials : properties, microstructure and processing. 2006, Vol 432, Num 1-2, pp 299-302, issn 0921-5093, 4 p.Article

DETERMINING IF THE RELATIVE SHEAR MODULUS OR THE INVERSE OF THE RELATIVE SHEAR MODULUS SHOULD BE IMAGED USING AXIAL STRAIN RATIOS ON AGAR PHANTOMSSUMI, Chikayoshi; TAKANASHI, Yuuki; SHIMIZU, Kunio et al.Ultrasound in medicine & biology. 2010, Vol 36, Num 9, pp 1481-1491, issn 0301-5629, 11 p.Article

On the displacement field for unidirectional off-axis composites in 3-point flexure - Part II: Numerical and experimental resultsMUJIKA, F; DE BENITO, A; MONDRAGON, I et al.Journal of composite materials. 2003, Vol 37, Num 13, pp 1191-1217, issn 0021-9983, 27 p.Article

Deformation and bursting of nonspherical polysiloxane microcapsules in a spinning-drop apparatusHUSMANN, M; REHAGE, H; DHENIN, E et al.Journal of colloid and interface science. 2005, Vol 282, Num 1, pp 109-119, issn 0021-9797, 11 p.Article

Void ratio function for elastic shear moduli for Boom ClayPIRIYAKUL, K; HAEGEMAN, W.Geotechnique. 2007, Vol 57, Num 2, pp 245-248, issn 0016-8505, 4 p.Article

Le module ME et les autres = The ME modulus and the oblienDYSLI, M.Strasse und Verkehr. 1984, Vol 70, Num 9, pp 306-307, issn 0039-2189Article

Generalized guinan-steinberg formula for the shear modulus at all pressuresBURAKOVSKY, Leonid; PRESTON, Dean L.Physical review B. Condensed matter and materials physics. 2005, Vol 71, Num 18, pp 184118.1-184118.7, issn 1098-0121Article

A methodology for accurate shear characterization of unidirectional compositesPINDERA, M.-J; CHOKSI, G; HIDDE, J. S et al.Journal of composite materials. 1987, Vol 21, Num 12, pp 1164-1184, issn 0021-9983Article

Einfluss der Feuchtigkeit auf die richtungsorientierten dynamischen Schubmoduln einer Spanplatte = Influence de l'humidité sur les modules dynamiques orientés de cisaillement d'un panneau de particules = Effect of moisture on direction oriented dynamic shear moduli of a particleboardOLSZEWSKI, J; STRUK, K.Holztechnologie. 1983, Vol 24, Num 3, pp 165-168, issn 0018-3881Article

Long bone torsion. II: A combined experimental and computational method for determining an effective shear modulusKENNEDY, J. G; CARTER, D. R; CALER, W. E et al.Journal of biomechanical engineering. 1985, Vol 107, Num 2, pp 189-191, issn 0148-0731Article

The shear modulus of liquid foamSTAMENOVIC, D; WILSON, T. A.Journal of applied mechanics. 1984, Vol 51, Num 2, pp 229-231, issn 0021-8936Article

Determination of dynamic soil properties in the field = Détermination sur le terrain des propriétés dynamiques du solBODARE, A; MASSARSCH, R.European conference on earthquake engineering. 7. 1982, pp 321-327Conference Paper

Self-Consistent Micromechanics Models of an Asphalt MixtureRONG LUO; LYTTON, Robert L.Journal of materials in civil engineering. 2011, Vol 23, Num 1, pp 49-55, issn 0899-1561, 7 p.Article

Validation of an elastoplastic model to predict secant shear modulus of natural soils by experimental resultsSANTOS, J. A; GOMES CORREIA, A; MODARESSI, A et al.International Symposium on Deformation Characteristics of Geomaterials. 2003, pp 1057-1061, isbn 90-5809-604-1, 5 p.Conference Paper

ELASTIC PROPERTIES.1977; MECH. PROPERT.; SWITZ.; DA. 1977; VOL. 5; PP. 255-256Article

Evaluation of dynamic site response for seismic design of pipelinesCONSTANTOPOULOS, I. V; LAGASCO, F; PELLI, F et al.SDEE 95 : International Conference on Soil Dynamics and Earthquake Engineering. 1995, pp 405-413, isbn 1-85312-315-3Conference Paper

The effect of pre-structure process on magnetorheological elastomer performanceJIANFENG LI; XINGLONG GONG; ZHENBANG XU et al.International journal of materials research. 2008, Vol 99, Num 12, pp 1358-1364, issn 1862-5282, 7 p.Article

DETERMINATION DES DEFAUTS INTERNES DU FIL DE TUNGSTENE DE MARQUE VA PAR LA METHODE DU PENDULE DE TORSIONNESGOVOROV VV; LITVINOVA II; PICHKAEV NA et al.1977; CVETN. METALLY; S.S.S.R.; DA. 1977; NO 3; PP. 72Article

Prediction of Early Age Normal Concrete Compressive Strength Based on Dynamic Shear Modulus MeasurementsVENKITEELA, Giri; ZHIHUI SUN; NAJM, Husam et al.Journal of materials in civil engineering. 2013, Vol 25, Num 1, pp 30-38, issn 0899-1561, 9 p.Article

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