PFE Métrologie Mesure Asservissement

Métrologie mesure incertitudes7. Références bibliographiquesPh ReiffsteckAbbiss C.P. (1981) Shear wave measurements of the elasticity of the ground, Géotechnique, 31, 91-104Arulnathan R., Boulangger R.W., Riemer M.F., (1998) Analysis of Bender Element Tests, Geotechnicaltesting journal ASTM, 21, (2), , 120-131Asch G. et coll. (1998) Les capteurs en instrumentation industrielle Ed. Dunod, 5 ème edition, 833 pagesAtkinson J.H. Sällfors G., (1991) Experimental determination of soil properties, 10 ème ECSMFE Firenze, 3,915-956Biarez J., Hicher P.Y. (1994) Elementary mechanics of soil behaviour, satured remoulded soils, Balkema,Rotterdam, 207 pagesBishop A.W., Henkel D.J. (1957) The measurement of soil properties in the triaxial test, second edition,Edward Arnold Ed., 228 pagesBishop A.W., Wesley L.D. (1975) A hydraulic triaxial apparatus for controlled stress path testing,Géotechnique, 25 (4), 657-670Burland J.B. (1989) Ninth Laurits Bjerrum memorial Lecture : « Small is beautiful » the stiffness of soils atsmall strains, Can. Geotech. J., 26, 499-516Clayton C.R.I. Khatrush S.A. Bica A.V.D. Siddique A. (1989) The use of Hall effect semiconductors ingeotechnical instrumentation, GTJ ASTM, 12 (1), 69-76Dano C., Hicher P.-H. (2002) Mesure du module de cisaillement de différents matériaux par la technique desBender Elements, ce congrèsDuncan J.M., Seed H.B. (1967) Corrections for strength test data. Journal Geo. Eng. Div. ASCE, 93 SM5,121-137Dyvik R., Madshus C (1985) Lab measurements of Gmax using bender elements Advances in the art oftesting soils under cyclic conditions, Detroit, MI, Oct., 186-196Hall, Edwin, (1879) On a New Action of the Magnet on Electric Currents. American Journal of Mathematicsvol 2Hardin B.O., Drnevich V.E. (1972a) Shear modulus and damping in soils : measurement and parametereffects, Journal Geo. Eng. Div. ASCE, 98 SM7, 603-624Hardin B.O., Drnevich V.E. (1972b) Shear modulus and damping in soils : design equations and curves,Journal Geo. Eng. Div. ASCE, 98 SM7, 667-691Hardin B.O., Richart F.E. (1963) Elastic wave velocities in granular soils, Journal Geo. Eng. Div. ASCE, 89SM1, 33-65Henkel D.J., Gilbert G.D. (1952) The effect of the rubber membrane on the measured triaxial compressionstrength of clay samples, Géotechnique, 13, 20-29Jovicic V., Coop M.R., Simic M. (1996) Objective criteria for determining Gmax from bender elementsGéotechnique, 46 (2), 357-362Kawaguchi T., Mitachi T., Shibuya S. (2001) Evaluation of shear wave travel time in laboratory benderelement test, 15 ème ICSMFE, Istanbul, 155-158La Rochelle P. (1967) Membrane drain and area correction in triaxial test on soil sample failing along asingle shear plane 3 rd Pan American CSMFE Venezuela, 273-293Leroueil S., Tavenas F., La Rochelle P. (1967) Influence of filter paper and leakage on triaxial study inAdvaced triaxial testing of soil and rock, ASTM, STP 977, 173-183Liang L., Saada A., Figueroa J.L., Cope C.T. (1997) The use of digital image processing in monitoring shearband development, GTJ ASTM, 20 (3), 324-339Lings M.L., Greening P.D. (2001) A novel bender/extender element for soil testing, Géotechnique, 51 (8),713-717Luong M.P. (2001)Thermographie infrarouge du comportement dissipatif du sable, 15 ème ICSMFE, Istanbul,199-202Mécasol (1972) Dispositifs d’asservissement des micro-moteurs équipant l’appareil triaxial, BLPC 62, 29-33Menzies B.K., Sutton H. (1980) A control systeme for programming stress paths in the triaxial cell, Groundengineering, 22-23Sheahan T.C., Germaine J.T. (1992) Computer automation of conventional triaxial equipment, GTJ ASTM,15 (4), 311-322Shirley D.J., Hampton L.D. (1978) Shear wave measurements in Laboratory Sediments. Journal of theAcoustical Society of America, 63 (2), 607-613Viggiani G., Atkinson J.H (1995): ‘Interpretation of Bender Element Tests, Géotechnique, 45 (1), 149-15423