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Stress Fluctuations in Triaxial Testing Of Angular Grains

Year 2021, Volume: 32 Issue: 4, 11069 - 11080, 01.07.2021
https://doi.org/10.18400/tekderg.573637

Abstract

Stress fluctuations caused by stick-slip instabilities are frequently encountered in laboratory shear testings of granular materials. It is not common to observe stick-slips in angular-shaped granular assemblies, although rounded particles are more prone to this type of behaviour. This paper specifically concerns the deviatoric stress fluctuations in the shearing of coarse angular glass granules. A systematic experimental program comprising triaxial compression tests was realized to investigate the effects of particle size, confining pressure, and strain rate on the stick-slip mechanism. Particle size effect was examined by adopting three separate size distributions. In order to understand the influences of testing conditions on the stress fluctuations, the specimens were tested under four different confining pressures and by applying two distinct strain rates. The results showed that both the particle size and confining pressure greatly affected the stress fluctuations whereas the influence of strain rate was unclear.

References

  • 1. Cabalar, A.F. Stress fluctuations in granular material response during cyclic direct shear test. Granular Matter, 17(4), 439-446, 2015.
  • 2. Hanley, K.J., O’Sullivan, C, Wadee, M.A., and Huang, X. Use of elastic stability analysis to explain the stress-dependent nature of soil strength. Royal Society Open Science, 2, 150038, 2015.
  • 3. Sun, Q., Wang, G., Hu, K. Some open problems in granular matter mechanics. Progress in Natural Science, 19, 523-529, 2009.
  • 4. Tordesillas, A., Walker, D.M., Lin, Q. Force cycles and force chains. Physical Review E, 81, 011302, 2010.
  • 5. Cundall, P.A. A computer model for simulating progressive large-scale movements in blocky rock systems. Proc. Symp. Int. Soc. Rock Mech., Nancy, France, 2 (8), 132-150, 1971.
  • 6. Cundall, P.A., Strack, O.D.L. A discrete numerical model for granular assemblies. Geotechnique, 29 (1), 47-65, 1979.
  • 7. Antony, S.J., Kuhn, M.R., Barton, D.C., Bland, R. Strength and signature of force networks in axially compacted sphere and non-sphere granular media: micromechanical investigations. J. Phys. D: Appl. Phys. 38, 3944-3952, 2005.
  • 8. Salot, C. Gotteland, P., Villard, P. Influence of relative density on granular materials behavior: DEM simulations of triaxial tests. Granular Matter, 11, 221-236, 2009.
  • 9. Barreto, D., O’Sullivan, C. The influence of inter-particle friction and the intermediate stress ratio on soil response under generalised stress conditions. Granular Matter, 14, 505-521, 2012.
  • 10. Kozicki, J., Tejchman, J., Mühlhaus, H.-B. Discrete simulations of a triaxial compression test for sand by DEM. Int. J. Numer. Anal. Meth. Geomech., 38, 1923-1952, 2014.
  • 11. Huang, W.-C., Sung, C.-Y., Liao, H.-Y., Chu, S.-S. Micromechanical behavior of granular materials in direct shear modeling. Journal of the Chinese Institute of Engineers, 38 (4), 469-480, 2015.
  • 12. Wang, W., Gu, W., Liu, K. Force chain evolution and force characteristics of shearing granular media in Taylor-Couette geometry by DEM. Tribology Transactions, 58, 197-206, 2015.
  • 13. Rathbun, A.P., Marone, C. Effect of strain localization on frictional behavior of sheared granular materials. Journal of Geophysical Research, 115, B01204, 2010.
  • 14. Cabalar, A.F. The effects of fines on the behaviour of a sand mixture. Geotech. Geol. Eng., 29, 91-100, 2011.
  • 15. Cabalar, A.F., Dulundu, K., Tuncay, K. Strength of various sands in triaxial and cyclic direct shear tests. Engineering Geology, 156, 92-102, 2013.
  • 16. Benahmed, N., Nguyen, T.K., Hicher, P.Y., Nicolas, M. An experimental investigation into the effects of low plastic fines content on the behaviour of sand/silt mixtures. European Journal of Environmental and Civil Engineering, 19 (1), 109-128, 2015.
  • 17. Brace, W.F., Byerlee, J.D. Stick-slip as a mechanism for earthquakes, Science, 153, 990-992, 1966.
  • 18. Aharonov, E., Sparks, D. Stick-slip motion in simulated granular layers. J. Geophys. Res., 109, B09306, 2004.
  • 19. Savage, H.M., Marone, C. Effects of shear velocity oscillations on stick-slip behavior in laboratory experiments. J. Geophys. Res., 112, B02301, 2007.
  • 20. Alshibli, K.A., Roussel, L.E. Experimental investigation of slip-stick behaviour in granular materials. Int. J. Numer. Anal. Meth. Geomech., 30, 1391-1407, 2006.
  • 21. Thompson, P.A. and Grest, G.S. (1991). Granular flow: Friction and Dilatancy Transition. Physical Review Letters, Vol. 67, No. 13, 1751- 1754.
  • 22. Feder, H.J., and Feder, J. (1991). Self-organized critically in a stick-slip process. Physical Review Letters, Vol. 66, No. 20, 2669-2672.
  • 23. Demirel, A.L. and Granick, S. (1996). Friction fluctuations and friction memory in stick-slip motion. Physical Review Letters, Vol. 77, No. 21, 4330- 4333.
  • 24. Miller, B., O’Hern, C., and Behringer, R.P. (1996). Stress fluctuations for continuously sheared granular materials. Physical Review Letters, Vol. 77, No. 15, 3110- 3113.
  • 25. Nasuno, S., Kudrolli, A., Bak, A., and Gollub, J.P. (1998). Time-resolved studies of stick-slip friction in sheared granular layers. Physical Review E, Vol. 58, No. 2. 2161- 2171.
  • 26. Albert, I., Tegzes, P., Kahng, B., Albert, R., Sample, J.G., and Pfeifer, M. (2000). Jamming and fluctuations in granular drag. Physical Review Letters, Vol. 84, No. 22, 5122-5125.
  • 27. Cain, R.G., Page, N.W., and Biggs, S. (2001). Microscopic and macroscopic aspects of stick-slip motion in granular shear. Physical Review E, Vol. 64, 016413.
  • 28. Gourdon, D. and Israelachvili, J.N. (2003). Transitions between smooth and complex stick-slip sliding of surfaces. Physical Review E, Vol. 68, No. 021602.
  • 29. Kim, M.S. Etude expérimentale du comportement mécanique des matériaux granulaires sous forte contrainte, Thѐse de doctorat, Ecole Centrale Paris, 1995.
  • 30. Duchesne, A. Etude du comportement mécanique d’un combustible granulaire soumis a des sollicitations d’origine thermique dans un propulseur thermonucléaire spatial. Thѐse de doctorat, Ecole Centrale Paris, 1998.
  • 31. Adjemian, F. Stick-slip et transition de broutage dans les essais triaxiaux sur billes de verre. Thѐse de doctorat, Ecole Centrale Paris, 2003.
  • 32. Adjemian, F., Evesque, P. Experimental study of stick-slip behaviour. Int. J. Numer. Anal. Meth. Geomech., 28, 501-530, 2004.
  • 33. Roussel, L.E. Experimental investigation of stick-slip behavior in granular materials. Master thesis, Louisiana State University, 2005.
  • 34. Cabalar, A.F., Clayton, C.R.I. Some observations of the effects of pore fluids on the triaxial behaviour of a sand. Granular Matter, 12, 87-95, 2010.
  • 35. Doanh, T., Hoang, M.T., Roux, J.-N., Dequeker, C. Stick-slip behaviour of model granular materials in drained triaxial compression. Granular Matter, 15, 1-23, 2013.
  • 36. Ozbay, A., Cabalar, A.F. Effects of triaxial confining pressure and strain rate on stick-slip behavior of a dry granular material. Granular Matter, 18 (3), 60, 2016.
  • 37. Gajo, A. (2004). The influence of system compliance on collapse of triaxial sand samples. Canadian Geotechnical Journal, Vol. 41, 257- 273.
  • 38. Luding, S. (2003). The micro-macro mechanics of granular materials. GACM report 2, 22-28.

Stress Fluctuations in Triaxial Testing Of Angular Grains

Year 2021, Volume: 32 Issue: 4, 11069 - 11080, 01.07.2021
https://doi.org/10.18400/tekderg.573637

Abstract

Stress fluctuations caused by stick-slip instabilities are frequently encountered in laboratory shear testings of granular materials. It is not common to observe stick-slips in angular-shaped granular assemblies, although rounded particles are more prone to this type of behaviour. This paper specifically concerns the deviatoric stress fluctuations in the shearing of coarse angular glass granules. A systematic experimental program comprising triaxial compression tests was realized to investigate the effects of particle size, confining pressure, and strain rate on the stick-slip mechanism. Particle size effect was examined by adopting three separate size distributions. In order to understand the influences of testing conditions on the stress fluctuations, the specimens were tested under four different confining pressures and by applying two distinct strain rates. The results showed that both the particle size and confining pressure greatly affected the stress fluctuations whereas the influence of strain rate was unclear.

References

  • 1. Cabalar, A.F. Stress fluctuations in granular material response during cyclic direct shear test. Granular Matter, 17(4), 439-446, 2015.
  • 2. Hanley, K.J., O’Sullivan, C, Wadee, M.A., and Huang, X. Use of elastic stability analysis to explain the stress-dependent nature of soil strength. Royal Society Open Science, 2, 150038, 2015.
  • 3. Sun, Q., Wang, G., Hu, K. Some open problems in granular matter mechanics. Progress in Natural Science, 19, 523-529, 2009.
  • 4. Tordesillas, A., Walker, D.M., Lin, Q. Force cycles and force chains. Physical Review E, 81, 011302, 2010.
  • 5. Cundall, P.A. A computer model for simulating progressive large-scale movements in blocky rock systems. Proc. Symp. Int. Soc. Rock Mech., Nancy, France, 2 (8), 132-150, 1971.
  • 6. Cundall, P.A., Strack, O.D.L. A discrete numerical model for granular assemblies. Geotechnique, 29 (1), 47-65, 1979.
  • 7. Antony, S.J., Kuhn, M.R., Barton, D.C., Bland, R. Strength and signature of force networks in axially compacted sphere and non-sphere granular media: micromechanical investigations. J. Phys. D: Appl. Phys. 38, 3944-3952, 2005.
  • 8. Salot, C. Gotteland, P., Villard, P. Influence of relative density on granular materials behavior: DEM simulations of triaxial tests. Granular Matter, 11, 221-236, 2009.
  • 9. Barreto, D., O’Sullivan, C. The influence of inter-particle friction and the intermediate stress ratio on soil response under generalised stress conditions. Granular Matter, 14, 505-521, 2012.
  • 10. Kozicki, J., Tejchman, J., Mühlhaus, H.-B. Discrete simulations of a triaxial compression test for sand by DEM. Int. J. Numer. Anal. Meth. Geomech., 38, 1923-1952, 2014.
  • 11. Huang, W.-C., Sung, C.-Y., Liao, H.-Y., Chu, S.-S. Micromechanical behavior of granular materials in direct shear modeling. Journal of the Chinese Institute of Engineers, 38 (4), 469-480, 2015.
  • 12. Wang, W., Gu, W., Liu, K. Force chain evolution and force characteristics of shearing granular media in Taylor-Couette geometry by DEM. Tribology Transactions, 58, 197-206, 2015.
  • 13. Rathbun, A.P., Marone, C. Effect of strain localization on frictional behavior of sheared granular materials. Journal of Geophysical Research, 115, B01204, 2010.
  • 14. Cabalar, A.F. The effects of fines on the behaviour of a sand mixture. Geotech. Geol. Eng., 29, 91-100, 2011.
  • 15. Cabalar, A.F., Dulundu, K., Tuncay, K. Strength of various sands in triaxial and cyclic direct shear tests. Engineering Geology, 156, 92-102, 2013.
  • 16. Benahmed, N., Nguyen, T.K., Hicher, P.Y., Nicolas, M. An experimental investigation into the effects of low plastic fines content on the behaviour of sand/silt mixtures. European Journal of Environmental and Civil Engineering, 19 (1), 109-128, 2015.
  • 17. Brace, W.F., Byerlee, J.D. Stick-slip as a mechanism for earthquakes, Science, 153, 990-992, 1966.
  • 18. Aharonov, E., Sparks, D. Stick-slip motion in simulated granular layers. J. Geophys. Res., 109, B09306, 2004.
  • 19. Savage, H.M., Marone, C. Effects of shear velocity oscillations on stick-slip behavior in laboratory experiments. J. Geophys. Res., 112, B02301, 2007.
  • 20. Alshibli, K.A., Roussel, L.E. Experimental investigation of slip-stick behaviour in granular materials. Int. J. Numer. Anal. Meth. Geomech., 30, 1391-1407, 2006.
  • 21. Thompson, P.A. and Grest, G.S. (1991). Granular flow: Friction and Dilatancy Transition. Physical Review Letters, Vol. 67, No. 13, 1751- 1754.
  • 22. Feder, H.J., and Feder, J. (1991). Self-organized critically in a stick-slip process. Physical Review Letters, Vol. 66, No. 20, 2669-2672.
  • 23. Demirel, A.L. and Granick, S. (1996). Friction fluctuations and friction memory in stick-slip motion. Physical Review Letters, Vol. 77, No. 21, 4330- 4333.
  • 24. Miller, B., O’Hern, C., and Behringer, R.P. (1996). Stress fluctuations for continuously sheared granular materials. Physical Review Letters, Vol. 77, No. 15, 3110- 3113.
  • 25. Nasuno, S., Kudrolli, A., Bak, A., and Gollub, J.P. (1998). Time-resolved studies of stick-slip friction in sheared granular layers. Physical Review E, Vol. 58, No. 2. 2161- 2171.
  • 26. Albert, I., Tegzes, P., Kahng, B., Albert, R., Sample, J.G., and Pfeifer, M. (2000). Jamming and fluctuations in granular drag. Physical Review Letters, Vol. 84, No. 22, 5122-5125.
  • 27. Cain, R.G., Page, N.W., and Biggs, S. (2001). Microscopic and macroscopic aspects of stick-slip motion in granular shear. Physical Review E, Vol. 64, 016413.
  • 28. Gourdon, D. and Israelachvili, J.N. (2003). Transitions between smooth and complex stick-slip sliding of surfaces. Physical Review E, Vol. 68, No. 021602.
  • 29. Kim, M.S. Etude expérimentale du comportement mécanique des matériaux granulaires sous forte contrainte, Thѐse de doctorat, Ecole Centrale Paris, 1995.
  • 30. Duchesne, A. Etude du comportement mécanique d’un combustible granulaire soumis a des sollicitations d’origine thermique dans un propulseur thermonucléaire spatial. Thѐse de doctorat, Ecole Centrale Paris, 1998.
  • 31. Adjemian, F. Stick-slip et transition de broutage dans les essais triaxiaux sur billes de verre. Thѐse de doctorat, Ecole Centrale Paris, 2003.
  • 32. Adjemian, F., Evesque, P. Experimental study of stick-slip behaviour. Int. J. Numer. Anal. Meth. Geomech., 28, 501-530, 2004.
  • 33. Roussel, L.E. Experimental investigation of stick-slip behavior in granular materials. Master thesis, Louisiana State University, 2005.
  • 34. Cabalar, A.F., Clayton, C.R.I. Some observations of the effects of pore fluids on the triaxial behaviour of a sand. Granular Matter, 12, 87-95, 2010.
  • 35. Doanh, T., Hoang, M.T., Roux, J.-N., Dequeker, C. Stick-slip behaviour of model granular materials in drained triaxial compression. Granular Matter, 15, 1-23, 2013.
  • 36. Ozbay, A., Cabalar, A.F. Effects of triaxial confining pressure and strain rate on stick-slip behavior of a dry granular material. Granular Matter, 18 (3), 60, 2016.
  • 37. Gajo, A. (2004). The influence of system compliance on collapse of triaxial sand samples. Canadian Geotechnical Journal, Vol. 41, 257- 273.
  • 38. Luding, S. (2003). The micro-macro mechanics of granular materials. GACM report 2, 22-28.
There are 38 citations in total.

Details

Primary Language English
Subjects Civil Engineering
Journal Section Technical Note
Authors

Aydın Özbay This is me 0000-0002-4376-8330

Ali Cabalar 0000-0002-0390-5652

Publication Date July 1, 2021
Submission Date June 3, 2019
Published in Issue Year 2021 Volume: 32 Issue: 4

Cite

APA Özbay, A., & Cabalar, A. (2021). Stress Fluctuations in Triaxial Testing Of Angular Grains. Teknik Dergi, 32(4), 11069-11080. https://doi.org/10.18400/tekderg.573637
AMA Özbay A, Cabalar A. Stress Fluctuations in Triaxial Testing Of Angular Grains. Teknik Dergi. July 2021;32(4):11069-11080. doi:10.18400/tekderg.573637
Chicago Özbay, Aydın, and Ali Cabalar. “Stress Fluctuations in Triaxial Testing Of Angular Grains”. Teknik Dergi 32, no. 4 (July 2021): 11069-80. https://doi.org/10.18400/tekderg.573637.
EndNote Özbay A, Cabalar A (July 1, 2021) Stress Fluctuations in Triaxial Testing Of Angular Grains. Teknik Dergi 32 4 11069–11080.
IEEE A. Özbay and A. Cabalar, “Stress Fluctuations in Triaxial Testing Of Angular Grains”, Teknik Dergi, vol. 32, no. 4, pp. 11069–11080, 2021, doi: 10.18400/tekderg.573637.
ISNAD Özbay, Aydın - Cabalar, Ali. “Stress Fluctuations in Triaxial Testing Of Angular Grains”. Teknik Dergi 32/4 (July 2021), 11069-11080. https://doi.org/10.18400/tekderg.573637.
JAMA Özbay A, Cabalar A. Stress Fluctuations in Triaxial Testing Of Angular Grains. Teknik Dergi. 2021;32:11069–11080.
MLA Özbay, Aydın and Ali Cabalar. “Stress Fluctuations in Triaxial Testing Of Angular Grains”. Teknik Dergi, vol. 32, no. 4, 2021, pp. 11069-80, doi:10.18400/tekderg.573637.
Vancouver Özbay A, Cabalar A. Stress Fluctuations in Triaxial Testing Of Angular Grains. Teknik Dergi. 2021;32(4):11069-80.