Stress fluctuations in granular material response during cyclic direct shear test

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• 作者：Ali Firat Cabalar
• 关键词：Granular materials ; Cyclic direct shear ; Fluctuation
• 刊名：Granular Matter
• 出版年：2015
• 出版时间：August 2015
• 年：2015
• 卷：17
• 期：4
• 页码：439-446
• 全文大小：1,251 KB
• 参考文献：1.Abbireddy, C.O.R., Clayton, C.R.I., Huvenne, V.A.: A method of estimating the form of fine particulates. Geotechnique 59(6), 503-11 (2009)View Article MATH
  2.Aharonov, E., Sparks, D.: Shear profiles and localization in simulations of granular materials. Phys. Rev. E 65, 1-2 (2002)View Article MATH
  3.Adjemian, F.: Stick-slip et transition de broutage dans les essais triaxiaux sur billes de verre. Thèse de doctorat, Ecole Centrale Paris (2003)
  4.Adjemian, F., Evesque, P.: Experimental study of stick–slip behaviour. Int. J. Numer. Anal. Methods Geomech. 28, 501-30 (2004)View Article
  5.Albert, I., Tegzes, P., Kahng, B., Albert, R., Sample, J.G., Pfeifer, M.: Jamming and fluctuations in granular drag. Phys. Rev. Lett. 84(22), 5122-125 (2000)ADS View Article
  6.Albert, I., Tegzes, P., Albert, R., Sample, J.G., Barabasi, A.L., Vicsek, A.L., Kahng, B., Schiffer, P.: Stick–slip fluctuations in granular drag. Phys. Rev. E 64, No. 031307 (2001)
  7.Alshibli, K.A., Roussel, L.E.: Experimental investigation of slip–stick behaviour in granular materials. Int. J. Numer. Anal. Methods Geomech. 30, 1391-407 (2006)View Article MATH
  8.Arasan, S., Akbulut, S., Hasiloglu, A.S.: The relationship between the fractal dimension and shape properties of particles. KSCE J. Civil Eng. 15(7), 1219-225 (2011)View Article
  9.Bak, P., Tang, C., Wiesenfeld, K.: Self-organized critically: an explanation of 1/f noise. Phys. Rev. Lett. 59(4), 381-84 (1987)MathSciNet ADS View Article
  10.Bardet, J.P., Proubet, J.: Numerical simulations of shear bands in idealized granular materials. Solid State Phenom. 23, 24, 473-82 (1992)View Article MATH
  11.Bi, Z., Sun, Q., Jin, F., Zhang, M.: Numerical study on energy transformation in granular matter under biaxial compression. Granul. Matter 13, 503-10 (2011)View Article MATH
  12.Brace, W.F., Byerlee, J.D.: Stick–slip as a mechanism for earthquakes. Science 153, 990-92 (1996)ADS View Article MATH
  13.Braun, O.M., Naumovets, A.G.: Nanotribology: microscopic mechanics of friction. Surf. Sci. Rep. 60, 79-58 (2006)ADS View Article
  14.Cabalar, A.F., Clayton, C.R.I.: Some observations of the effects of pore fluids on the triaxial behavior of a sand. Granul. Matters 12, 87-5 (2010)View Article
  15.Cabalar, A.F.: Applications of the triaxial, resonant column and oedometer tests to the study of micaceous sands. Eng. Geol. 112, 21-8 (2010)View Article
  16.Cabalar, A.F., Dulundu, K., Tuncay, K.: Strength of various sands in triaxial and cyclic direct shear tests. Eng. Geol. 156, 92-02 (2013)View Article MATH
  17.Cabalar, A.F., Hasan, R.A.: Compressional behaviour of various size/shape sand–clay mixtures with different pore fluids. Eng. Geol. 164, 36-9 (2013)View Article
  18.Cain, R.G., Page, N.W., Biggs, S.: Microscopic and macroscopic aspects of stick–slip motion in granular shear. Phys. Rev. E 64, 016413 (2001)ADS View Article
  19.Cates, M.E., Wittmer, J.P., Bouchaud, J.P., Claudin, P.: Jamming, forces chains, and fragile matter. Phys. Rev. Lett. 81(9), 1841-844 (1998)ADS View Article MATH
  20.Cedergen, H.R.: Seepage, Drainage, and Flownets, 3rd edn. Wiley, New York (1989)
  21.Cho, G.C., Dodds, J.S., Santamarina, J.C.: Particle shape effects on packing density, stiffness and strength: natural and crushed sands. J. Geotech. Geoenviron. Eng. 132(5), 591-02 (2006)View Article
  22.Clayton, C.R.I., Theron, M., Vermeulen, N.J.: The effect of particle shape on the behaviour of gold tailings. Advances in Geotechnical Engineering: The Skempton Conference, Thomas Telford, London, pp. 393-04 (2004)
  23.Confort, D.H.: Prediction of drained strength of sands from relative density measurements. Evaluation of relative density and its role in geotechnical projects involving cohesionless soils, Special technical publication 523, ASTM, West Conshohoken, PA, pp. 281-03 (1973)
  24.Demirel, A.L., Granick, S.: Friction fluctuations and friction memory in stick–slip motion. Phys. Rev. Lett. 77(21), 4330-333 (1996)ADS View Article
  25.Doanh, T., Hoang, M.T., Roux, J.N., Dequeker, C.: Stick–slip behaviour of model granular materials in drained triaxial compression. Granul. Matter 15, 1-3 (2013)View Article
  26.Feder, H.J., Feder, J.: Self-organized critically in a stick–slip process. Phys. Rev. Lett. 66(20), 2669-672 (1991)ADS View Article
  27.Fukuoka, H., Sassa, K., Wang, G., Sasaki, R.: Observation of shear zone development in ring-shear apparatus with a transparent shear box. Landslides 3(2), 239-51 (2006)View Article
  28.Gajo, A.: The influence of system compliance on collapse of triaxial sand samples. Can. Geotech. J. 41, 257-73 (2004)View Article
  29.Gilboy, G.: The compressibility of sand–mica mixtures. Proc. A.S.C.E. 2, 555-68 (1928)MATH
  30.Gori, U., Mari, M.: The correlation between the fractal dimension and internal friction angle of different granular materials. Soils Found. 41(3), 17-3 (2001)View Article
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• 作者单位：Ali Firat Cabalar (1)
  
  1. Geotechnical Engineering Division, Department of Civil Engineering, University of Gaziantep, Gaziantep, Turkey
  
• 刊物类别：Physics and Astronomy
• 刊物主题：Physics
  Granular Media
  Industrial Chemistry and Chemical Engineering
  Engineering Fluid Dynamics
  Structural Foundations and Hydraulic Engineering
  Engineering Thermodynamics and Transport Phenomena
  
• 出版者：Springer Berlin / Heidelberg
• ISSN：1434-7636

文摘

This paper presents the results of an intensive series of experiments on various types of sands using cyclic direct shear testing apparatus. Two different grain shapes (rounded and angular) of sands having distinct sizes (0.25-.5 and 1.0-.0? mm) were tested in an automated constant normal load cyclic direct shear testing apparatus at an 100 kPa vertical effective stress, and two rates of shearing (2.0 and 0.025?mm/min). Experiments on the specimens resulted in sharp decreases followed by gradual increases in shear stress values. The results suggest that these successive drops and formations give a stick–slip nature to the fluctuations, which might be attributed mainly to the rate of loading, shape of grains, size of grains, and fines contents.