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Results 1 to 25 of 83017

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Method of measuring the shear strength of wood by the asymmetric four-point bending test using a notched beam specimenYOSHIHARA, Hiroshi; OHHATA, Otome.Journal of testing and evaluation. 2003, Vol 31, Num 4, pp 352-356, issn 0090-3973, 5 p.Article

Undrained cyclic shear response evaluation of sand based on undrained monotonic ring shear testsTRANDAFIR, Aurelian C; SASSA, Kyoji.Soil dynamics and earthquake engineering (1984). 2004, Vol 24, Num 11, pp 781-787, issn 0267-7261, 7 p.Article

Modeling of Shear Stress and Shear Strain Rate of Oil in Water EmulsionsSALEH, A. A; HASHIM, E. T.Petroleum science and technology. 2009, Vol 27, Num 7-9, pp 777-780, issn 1091-6466, 4 p.Article

Error estimates in 2-node shear-flexible beam elementsSINGH, Gajbir; VENKATESWARA RAO, G.Communications in numerical methods in engineering. 2003, Vol 19, Num 7, pp 491-501, issn 1069-8299, 11 p.Article

Modified short beam shear test for measurement of interlaminar shear strength of compositesABALI, Felix; PORA, Adrian; SHIVAKUMAR, Kunigal et al.Journal of composite materials. 2003, Vol 37, Num 5, pp 453-464, issn 0021-9983, 12 p.Article

Direct shear tests on an uncemented, and a very slightly cemented, locked sandCRESSWELL, A. W; BARTON, M. E.Quarterly journal of engineering geology and hydrogeology. 2003, Vol 36, Num 2, pp 119-132, issn 1470-9236, 14 p.Article

In situ shear and compression tests in ancient stone masonry walls of Tuscany, ItalyCHIOSTRINI, Sandro; GALANO, Luciano; VIGNOLI, Andrea et al.Journal of testing and evaluation. 2003, Vol 31, Num 4, pp 289-303, issn 0090-3973, 15 p.Article

Characterization of the parameters that govern the peak shear strength of rock jointsGRASSELLI, G; EGGER, P; WIRTH, J et al.U.S. Rock Mechanics Symposium, DC Rocks 2001. 2001, pp 817-821, isbn 90-2651-836-6, 5 p.Conference Paper

Shear testing and analysis of the standard joint roughness profilesHINGSTON, E. D. C; JERMY, C. A.International Congress International Association for Engineering Geology and the EnvironmentCongrès international Association internationale de géologie de l'ingénieur et de l'environnement. 1998, pp 477-483, isbn 90-5410-990-4Conference Paper

The motion of platey particles under a simple shear and pure shear deformation of the surrounding fluidLUPINI, J.F; BARRIOS, M.R.International conference on soil mechanics and foundation engineering. 1994, pp 397-402Conference Paper

A formulation of shear strength for rock joints included two or three different asperitiesKUSUMI, H; NISHIDA, K; TERAOKA, K et al.MJFR : International conference on mechanics of jointed and faulted rock. 1998, pp 235-239, isbn 90-5410-955-6Conference Paper

Essais d'interface sol/structure utilisant l'appareil de cisaillement simple annulaire = Soil/structure interface tests using simple annular shear apparatusCHAMBON, G; CORFDIR, A; LERAT, P et al.International symposium on identification and determination of soil and rock parameters for geotechnical designSymposium international Identification et détermination des paramètres des sols et des roches pour les calculs géotechniques. 2002, pp 259-266, isbn 2-85978-363-6Conference Paper

Shear behaviour of joint roughness with two types of asperitiesKUSUMI, H; NISHIDA, K; SUZUKI, T et al.EUROCK'96, ISRM International symposium. 1996, pp 127-134, isbn 90-5410-843-6, 2VolConference Paper

Comportement au cisaillement d'un joint rocheux naturel = Shear behaviour of a natural rock discontinuityGASC-BARBIER, M; GUITTARD, J.Revue française de géotechnique (Paris). 2009, Num 128, pp 5-13, issn 0181-0529, 9 p.Conference Paper

Velocity distribution in a gradually accelerating free surface flowYANG, Shu-Qing; XU, Wei-Lin; YU, Guo-Liang et al.Advances in water resources. 2006, Vol 29, Num 12, pp 1969-1980, issn 0309-1708, 12 p.Article

Fast shear rate effects on the residual shear strength of clayROUAIGUIA, A; ROGERS, C. D. F.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 261-264, isbn 90-2651-853-6, 3VolConference Paper

Wave-current interaction at an angle 1: experimentFERNANDO, Pradeep C; GUO, Junke; LIN, Pengzhi et al.Journal of hydraulic research. 2011, Vol 49, Num 4, pp 424-436, issn 0022-1686, 13 p.Article

Rheology of stirred acidified skim milk gels with different particle interactionsKNUDSEN, Jes C; KARLSSON, Anders O; IPSEN, Richard et al.Colloids and surfaces. A, Physicochemical and engineering aspects. 2006, Vol 274, Num 1-3, pp 56-61, issn 0927-7757, 6 p.Article

Performance of a fibre-reinforced sand at large shear strainsCONSOLI, N. C; CASAGRANDE, M. D. T; COOP, M. R et al.Geotechnique. 2007, Vol 57, Num 9, pp 751-756, issn 0016-8505, 6 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

Soil-geotextile interface friction by direct shear testsLEE, K. M; MANJUNATH, V. R.Canadian geotechnical journal. 2000, Vol 37, Num 1, pp 238-252, issn 0008-3674Article

Ring shear tests to evaluate strength parameters in various remoulded soilsTOYOTA, H; NAKAMURA, K; SUGIMOTO, M et al.Geotechnique. 2009, Vol 59, Num 8, pp 649-659, issn 0016-8505, 11 p.Article

Erosion resistance of cohesive soilsSALAHELDIN MOSTAFA, Tarek; IMRAN, Jasim; HANIF CHAUDHRY, M et al.Journal of hydraulic research. 2008, Vol 46, Num 6, pp 777-787, issn 0022-1686, 11 p.Article

A numerical examination of the direct shear testZHANG, L; THORNTON, C.Geotechnique. 2007, Vol 57, Num 4, pp 343-354, issn 0016-8505, 12 p.Article

Shear mechanisms and viscoplastic effects during impulsive shearingGRELLE, G; GUADAGNO, F. M.Geotechnique. 2010, Vol 60, Num 2, pp 91-103, issn 0016-8505, 13 p.Article

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