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Results 1 to 25 of 3208

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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

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

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

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

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

Automating Gmax measurement in triaxial testsMOHSIN, A. K. M; AIREY, D. W.International Symposium on Deformation Characteristics of Geomaterials. 2003, pp 73-80, isbn 90-5809-604-1, 8 p.Conference Paper

Measurement of elastic moduli by rectangular parallelepiped resonance method IIINOHARA, M; SUZUKI, T.Japanese journal of applied physics. 1993, Vol 32, Num 5B, pp 2238-2242, issn 0021-4922, 1Article

Penetration tests for dynamic problems = Essais pénétrométriques pour problèmes dynamiquesTOKIMATSU, K.International Symposium on penetration testing; ISOPT-1. 1. 1988, pp 117-136Conference Paper

On the shear modulus of polyhedron-cell liquid foamBUDIANSKY, B; KIMMEL, E.Journal of applied mechanics. 1991, Vol 58, Num 1, pp 289-290, issn 0021-8936, 2 p.Article

Effect of pressuremeter compliance on measurement of shear modulus = Effet de la conformité du pressiomètre sur la mesure du module de cisaillementFAHEY, M; JEWELL, R.J.International symposium on pressuremeters. 3. 1990, pp 115-124Conference Paper

Vane rheometry of bentonite gelsALDERMAN, N. J; MEETEN, G. H; SHERWOOD, J. D et al.Journal of non-newtonian fluid mechanics. 1991, Vol 39, Num 3, pp 291-310, issn 0377-0257, 20 p.Article

Shear modulus of two-dimensional foams : The effect of area dispersity and disorderCOX, S. J; WHITTICK, E. L.The European physical journal. E, Soft matter (Print). 2006, Vol 21, Num 1, pp 49-56, issn 1292-8941, 8 p.Article

Developments in gravelly soil liquefaction and dynamic behaviorEVANS, M. D; ROLLINS, K. M.International Workshop on the physics and mechanics of soil liquefeaction. 1999, pp 91-102, isbn 90-5809-038-8Conference Paper

A model for rotation toughening in a crystal with diamond structureWANG, C; PANDOLFELLI, V. C; BOTTA F., W. J et al.Computational materials science. 1996, Vol 6, Num 1, pp 77-80, issn 0927-0256Article

Natural soil deposits : Design G-γ-D curves and their seismic responsePITILAKIS, K. D; ANATASIADIS, A. J; VELDEMIRI, F et al.IS-TOKYO'95 : International Conference on Earthquake Geotechnical Engineering. 1995, pp 447-453, isbn 90-5410-578-X, 2VolConference Paper

Link between the conductivity and elastic moduli of composite materialsGIBIANSKY, L. V; TORQUATO, S.Physical review letters. 1993, Vol 71, Num 18, pp 2927-2930, issn 0031-9007Article

In-plane vibrations of soil deposits with variable shear modulus : II : line load = Analyse des vibrations en plan des dépôts de sol avec un modèle de cisaillement variable : II - charge linéaireVRETTOS, C.International journal for numerical and analytical methods in geomechanics. 1990, Vol 14, Num 9, pp 649-662, issn 0363-9061, 14 p.Article

Effet du degré de délignification sur le module dynamique de cisaillement de pâtes chimiques alcalinesNIKOL'SKIJ, S. N; MIKHAJLOV, A. I; GRACHEVA, T. V et al.Bumažnaâ promyšlennost'. 1989, Num 9, pp 17-18, issn 0007-5817Article

Behaviour of dry granular materials under repeated load biaxial and triaxial stress conditions = Comportement des matériaux granulaires secs soumis à des conditions de contraintes de charge biaxiale et triaxialeSHAW, P; BROWN, S. F.Geotechnique. 1988, Vol 38, Num 4, pp 627-634, issn 0016-8505Article

Structure of random foamKRAYNIK, Andrew M; REINELT, Douglas A; VAN SWOL, Frank et al.Physical review letters. 2004, Vol 93, Num 20, pp 208301.1-208301.4, issn 0031-9007Article

Estimating dynamic shear modulus in cohesive soilsSENAPATHY, H; CLEMENTE, J. L. M; DAVIE, J. R et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 503-506, isbn 90-2651-853-6, 3VolConference Paper

Laboratory measurements of small strain stiffness of a soft rockJOVICIC, V; COOP, M. R; ATKINSON, J. H et al.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 323-326, isbn 90-5410-891-6Conference Paper

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