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Dynamic shear modulus of soils = Module de cisaillement dynamique des solsSRIDHARAN, A; GANDHI, N. S. V. V. S. J.International conference on soil mechanics and foundation engineering. 11. 1985, pp 669-672Conference 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

Critical anomaly of complex shear modulus in polymer solutions : viscoelastic suppression of order parameter fluctuation due to dynamic asymmetryTANAKA, H; MIURA, T.Physical review letters. 1993, Vol 71, Num 14, pp 2244-2247, issn 0031-9007Article

Capillary effects on shear modulus at high strains = Effets capillaires sur le module de cisaillement sous de fortes déformationsSHIMING WU; GRAY, D. H; RICHART, F. E. JR et al.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1091-1094Conference Paper

Dynamic properties and behavior of copper tailings = Propriétés dynamiques et comportement de déchets de cuivreROJAS-GONZALES, L. F; BEN-KHAYAL, H. A; LEWIS, K. H et al.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1289-1292Conference Paper

On the physics of state transitionABI-GHANEM, G. V; NGUYEN, V. V.Journal of physics. A, mathematical and general. 1983, Vol 16, Num 14, pp 3401-3408, issn 0305-4470Article

Effective properties of fiber-reinforced materialsTZADKA, U; SCHULGASSER, K.Journal of applied mechanics. 1983, Vol 50, Num 4A, pp 828-834, issn 0021-8936Conference Paper

Effect of water on coupled vibrations of footings = Effet de l'eau sur le couplage des fondations et la réponse aux vibrationsKRISHNASWAMY, N. R; RAVI, N.1982, Vol 13, Num 2, pp 239-248, issn 0046-5828Article

EINFLUSS DER WERKSTUECKFORM UND DER MESSRICHTUNG AUK DIE ELASTIZITAETSEIGENSCHAFTEN VON ALUMINIUMHALBZEUG IM TEMPERATURBEREICH ZWISCHEN 0 K UND 925 K = INFLUENCE DE LA FORME DE LA PIECE ET DE L'ORIENTATION SUIVANT LAQUELLE EST EFFECTUEE LA MESURE SUR LES CARACTERISTIQUES D'ELASTICITE DES DEMI-PRODUITS ENTRE 0 K ET 925 KWAWRA HH.1973; ALUMINIUM; DTSCH.; DA. 1973; VOL. 49; NO 3; PP. 209-217; ABS. ANGL. FR.; BIBL. 2 REF.Serial Issue

Evolution des propriétés électroniques et élastiques du quasicristal icosaédrique Al-Cu-Fe en présence de champs de phasons = Evolution of the electronic and elastic properties of icosahedral quasicristal Al-Cu-Fe in presence of phason strainScheidt, Charles; Garoche, Pierre.1992, 129 p.Thesis

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

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

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

BEITRAG ZUR ANTIFERROMAGNETISCH BEDINGTEN ANOMALIE IM TEMPERATURVERLAUF DER ELASTISCHEN KONSTANTEN VON EISEN-MANGAN-LEGIERUNGEN = CONTRIBUTION A L'ETUDE DE L'ANOMALIE, LIEE A L'ANTIFERROMAGNETISME DE LA VARIATION DES CONSTANTES ELASTIQUES DES ALLIAGES FER-MANGANESE EN FONCTION DE LA TEMPERATUREBENKISSER G.1972; NEUE HUETTE; DTSCH.; DA. 1972; VOL. 17; NO 8; PP. 475-478; BIBL. 22 REF.Serial Issue

Soil properties for shear waves propagationWOODS, R.D.Conference on shear waves in marine sediments. 1991, pp 29-39Conference Paper

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

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 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

Analysis of dislocation mechanism for melting of elementsBURAKOVSKY, L; PRESTON, D. L.Solid state communications. 2000, Vol 115, Num 7, pp 341-345, issn 0038-1098Article

Correction in the equation for the third order upper Kröner bound on the shear modulus of a polycrystalline aggregate of cubic crystalsROSEN, N. D; KURTZ, S. K; KOZACZEK, K. J et al.International journal of engineering science. 1995, Vol 33, Num 11, pp 1577-1579, issn 0020-7225Article

Interpretation of full displacement pressuremeter testWANG, H; LAW, K.T.International conference on soil mechanics and foundation engineering. 1994, pp 111-114Conference Paper

The shear modulus of foamlike structuresSTAMENOVIC, D.Journal of applied mechanics. 1991, Vol 58, Num 1, pp 288-289, issn 0021-8936, 2 p.Article

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