333
Views
8
CrossRef citations to date
0
Altmetric
ARTICLES

Stick-slip behavior of dry fly ash

, &
Pages 605-616 | Received 20 Aug 2018, Accepted 15 Jan 2019, Published online: 04 Apr 2019

References

  • Abramento, M., and A. J. Whittle. 1995. Experimental evaluation of pullout analyses for planar reinforcements. Journal of Geotechnical Engineering 121 (6):486–92. doi:10.1061/(ASCE)0733-9410(1995)121:6(486).
  • Adjemian, F., and P. Evesque. 2004. Experimental study of stick-slip behaviour. International Journal for Numerical and Analytical Methods in Geomechanics 28 (6):501–30. doi:10.1002/nag.350.
  • Alshibli, K. A., and M. I. Alsaleh. 2004. Characterizing surface roughness and shape of sands using digital microscopy. Journal of Computing in Civil Engineering 18 (1):36–45. doi:10.1061/(ASCE)0887-3801(2004)18:1(36).
  • Alshibli, K. A., and L. E. Roussel. 2006. Experimental investigation of Slip-Stick behaviour in granular materials. International Journal for Numerical and Analytical Methods in Geomechanics 30 (14):1391–407. doi:10.1002/nag.517.
  • Amirpour, S., M. Karray, M. Hussien, V. Roubtsova, and M. Chekired. 2015. The effect of grain size distribution on the shear strength – dilation relation of granular material. In Six international symposium on deformation characteristics of geomaterials, eds. Victor A. Rinaldi, Marcelo E. Zeballos, Juan Jose Clariá. Buenos Aires, Argentina. doi:10.1139/cgj-2017-0468.
  • ASTM-D2435-11. 2011. Standard test methods for one-dimensional consolidation properties of soils using incremental loading. West Conshohocken, PA: ASTM International.
  • ASTM-D3080. 2011. Standard test method for direct shear test of soils under consolidated drained conditions. West Conshohocken, PA: ASTM International.
  • ASTM-D4254. 2014. Standard test methods for minimum index density and unit weight of soils and calculation of relative density. West Conshohocken, PA: ASTM International.
  • ASTM-D698-12. 2012. Standard test methods for laboratory compaction characteristics of soil using standard effort. West Conshohocken, PA: ASTM International.
  • ASTM D6706-01. 2013. Standard test method for measuring geosynthetic pullout resistance in soil. West Conshohocken, PA: ASTM International.
  • ASTM D7928. 2017. Standard test method for particle-size distribution (gradation) of fine-grained soils using the sedimentation (hydrometer) analysis. West Conshohocken, PA: ASTM International.
  • Bagga, P., G. Brisson, A. Baldwin, and C. E. Davies. 2012. Stick-slip behavior of dairy powders: Temperature effects. Powder Technology 223:46–51. doi:10.1016/j.powtec.2011.05.015.
  • Bartali, R., D. Sarocchi, and Y. Nahmad-Molinari. 2015. Stick-slip motion and high speed ejecta in granular avalanches detected through a multi-sensors flume. Engineering Geology 195:248–57. doi:10.1016/j.enggeo.2015.06.019.
  • Bathurst, R. J., and D. J. Benjamim. 1990. Failure of a geogrid-reinforced soil wall. Transportation Research Record 1288:109–16.
  • Bathurst, R. J., and F. M. Ezzein. 2015. Geogrid and soil displacement observations during pullout using a transparent granular soil. Geotechnical Testing Journal 38 (5):673–85. doi:10.1520/GTJ20140145.
  • Berry, R. J., M. S. Bradley, and K. Ariza. 2009. Interpretation of stick-slip powder flow-ability measurements. In 6th international conference for conveying and handling of particulate solids, 422–27. Queensland, Australia.
  • Bishop, A. W., and D. J. Henkel. 1962. The measurement of soil properties in the triaxial test. 2nd ed. London: Edward Arnold.
  • Bolton, M. D. 1986. The strength and dilatancy of sands. Géotechnique 36 (1):65–78. doi:10.1680/geot.1986.36.1.65.
  • Borana, L., J. H. Yin, D. N. Singh, and S. K. Shukla. 2017. Influence of matric suction and counterface roughness on shearing behavior of completely decomposed granitic soil and steel interface. Indian Geotechnical Journal 47 (2):150–60. doi:10.1007/s40098-016-0205-7.
  • Brace, W. F., and J. D. Byerlee. 1966. Stick-slip as a mechanism for earthquakes. Science (New York, N.Y.) 153 (3739):990–2. doi:10.1126/science.153.3739.990.
  • Budny, T. J. 1979. Stick-slip friction as a method of powder flow characterization. Powder Technology 23 (2):197–201. doi:10.1016/0032-5910(79)87007-2.
  • Çabalar, A. F., and C. R. I. Clayton. 2010. Some observations of the effects of pore fluids on the triaxial behaviour of a sand. Granular Matter 12 (1):87–95. doi:10.1007/s10035-009-0164-0.
  • Cain, R. G., N. W. Page, and S. Biggs. 2001. Microscopic and macroscopic aspects of stick-slip motion in granular shear. Physical Review E 64 (1): 016413 1–8. doi:10.1103/PhysRevE.64.016413
  • Chavez-Sagarnaga, J., J. M. Buick, J. Y. Ooi, Pankaj, D. M. Campbell, and C. A. Greated. 2008. Frictional properties of pellets and silo wall materials for the investigation of silo honking. In Int. Seminar on Civil Engineering Practices in Twentyfirst Century, Roorkee, India.
  • Cho, G., J. Dodds, and J. C. Santamarina. 2006. Particle shape effects on packing density, Stiffness, and strength: Natural and crushed sands. Journal of Geotechnical and Geoenvironmental Engineering 132 (5):591–602. doi:10.1061/(ASCE)1090-0241(2006)132:5(591).
  • Cui, D., W. Wu, W. Xiang, T. Doanh, Q. Chen, S. Wang, Q. Liu, and J. Wang. 2017. Stick-slip behaviours of dry glass beads in triaxial compression. Granular Matter 19 (1):1–18. doi:10.1007/s10035-016-0682-5.
  • Dieterich, J. H. 1978. Time-dependent friction and the mechanics of Stick-slip. Pure and Applied Geophysics 116 (4–5):790–806. doi:10.1007/BF00876539.
  • Doanh, T., A. Le Bot, N. Abdelmoula, L. Gribaa, S. Hans, and C. Boutin. 2016. Unexpected collapses during isotropic consolidation of model granular materials. Comptes Rendus – Mecanique 344 (2):69–77. doi:10.1016/j.crme.2015.11.001.
  • Doanh, T., M. T. Hoang, J. N. Roux, and C. Dequeker. 2013. Stick-slip behaviour of model granular materials in drained triaxial compression. Granular Matter 15 (1):1–23. doi:10.1007/s10035-012-0384-6.
  • Duttine, A., F. Tatsuoka, W. Kongkitkul, and D. Hirakawa. 2008. Viscous behavior of unbound granular materials in direct shear. Soils and Foundations 48 (3):297–318. doi:10.3208/sandf.48.297.
  • Ferreira, J. A. Z. 2013. Evaluation of soil-geogrid interaction at different load levels using pullout tests and transparent soil. Austin: University of Texas.
  • Fornal, J., J. Sadowska, W. Błaszczak, T. Jeliński, M. Stasiak, M. Molenda, and M. Hajnos. 2012. Influence of some chemical modifications on the characteristics of potato starch powders. Journal of Food Engineering 108 (4):515–22. doi:10.1016/j.jfoodeng.2011.09.016.
  • Forsyth, A. J., S. Hutton, and M. J. Rhodes. 2002. Effect of cohesive interparticle force on the flow characteristics of granular material. Powder Technology 126 (2):150–4. doi:10.1016/S0032-5910(02)00046-3.
  • Gulhati, S. K., and M. Datta. 2005. Geotechnical engineering. New Delhi: Tata McGraw-Hill.
  • Huang, X., S. Bec, and J. Colombani. 2014. Ambivalent role of fine particles on the stability of a humid granular pile in a rotating drum. Physical Review E 90:1–5. doi:10.1103/PhysRevE.90.052201.
  • IRC:SP:102. 2014. Guidelines for design and construction of reinforced soil walls. Indian Roads Congress 1–80.
  • JTJ015-91. 1991. Chinese code of specifications for design of highway reinforced earth engineering. Beijing: Chinese Construction Press.
  • Kolymbas, D., and W. Wu. 1990. Recent results of triaxial tests with granular materials. Powder Technology 60 (2):99–119. doi:10.1016/0032-5910(90)80136-M.
  • Kraan, M. 1996. Techniques for the measurement of the flow properties of cohesive powders. The Netherlands: Technical University Delft.
  • Kwan, C. 2006. Geogrid reinforcement of railway ballast. Submitted in The University of Nottingham, England.
  • Lalarakotoson, S., P. Villard, and J. P. Gourc. 1999. Shear strength characterization of geosynthetic interfaces on inclined planes. Geotechnical Testing Journal 22 (4):284–91. doi:10.1520/GTJ11240J.
  • Lubert, M., and A. Ryck. 2001. Slip events and dilatancy in a sheared fine noncohesive powder. Physical Review E 63:1–7. doi:10.1103/PhysRevE.63.021502.
  • Mair, K., K. M. Frye, and C. Marone. 2002. Influence of grain characteristics on the friction of granular shear zones. Journal of Geophysical Research 107 (B10):ECV 4-1–4-9. doi:10.1029/2001JB000516.
  • Molenda, M., M. Stasiak, J. Horabik, J. Fornal, W. Błaszczak, and A. Ornowski. 2006. Microstructure and mechanical parameters of five types of starch. Polish Journal of Food and Nutrition Sciences 15/56 (2):161–8.
  • Moraci, N., and P. Recalcati. 2006. Factors affecting the pullout behaviour of extruded geogrids embedded in a compacted granular soil. Geotextiles and Geomembranes 24 (4):220–242. doi:10.1016/j.geotexmem.2006.03.001.
  • Nasuno, S., A. Kudrolli, A. Bak, and J. P. Gollub. 1998. Time-resolved studies of stick-slip friction in sheared granular layers. Physical Review E 58 (2):2161–71. doi:10.1103/PhysRevE.58.2161.
  • Ozbay, A., and A. F. Cabalar. 2016. Effects of triaxial confining pressure and strain rate on stick-slip behavior of a dry granular material. Granular Matter 18 (3):1–9. doi:10.1007/s10035-016-0664-7.
  • Palmeira, E. M., and G. W. E. Milligan. 1989. Scale and other factors affecting the results of pull-out tests of grids buried in sand. Géotechnique 39 (3):511–24. doi:10.1680/geot.1989.39.3.511.
  • Prasad, P. S., and G. V. Ramana. 2016. Feasibility study of copper slag as a structural fill in reinforced soil structures. Geotextiles and Geomembranes 44 (4):623–40. doi:10.1016/j.geotexmem.2016.03.007.
  • Ramana, G. V., A. Pant, and M. Datta. 2018. Apparatus and method for measuring pullout resistance of a Reinforcing Element of Reinforced Soil Structures. Indian Patent 201811027187, issued 2018. 04/07/2018.
  • Rothenburg, L., and R. J. Bathurst. 1992. Micromechanical features of granular assemblies with planar elliptical particles. Géotechnique 42 (1):79–95. doi:10.1680/geot.1992.42.1.79.
  • Rouncivell, W. 2005. Experimental investigation of the shear strength characteristics of a geosynthetic clay liner and its application in a local landfill lining system. University of Cape Town, South Africa.
  • Roussel, L. E. 2005. Experimental investigation of stick-slip behavior in granular materials. Louisiana State University and Agricultural and Mechanical College, Louisiana, USA.
  • Sanahuja, S., R. Upadhyay, H. Briesen, and J. Chen. 2017. Spectral analysis of the stick-slip phenomenon in ‘oral’ tribological texture evaluation. Journal of Texture Studies 48 (4):318–34. doi:10.1111/jtxs.12266.
  • Sarkar, R., T. Pal, and P. Pal. 2016. Studies on piparwar open cast mines of North Karanpura coalfield. Journal of Geotechnical Studies 1 (3):1–14.
  • Schulze, D. 2003. Time- and velocity-dependent properties of powders effecting Slip-Stick oscillations. Chemical Engineering and Technology 26 (10):1047–51. doi:10.1002/ceat.200303112.
  • Sukumaran, B., and A. K. Ashmawy. 2001. Quantitative characterisation of the geometry of discret particles. Géotechnique 51 (7):619–27. doi:10.1680/geot.2001.51.7.619.
  • Tripodi, M. A., V. M. Puri, H. B. Manbeck, and G. L. Messing. 1994. Triaxial testing of dry, cohesive powder and its application to a modified Cam-Clay constitutive model. Powder Technology 80 (1):35–43. doi:10.1016/0032-5910(94)02843-5.
  • Tupa, N. 1994. A study on the adherence and interaction between soil and geosynthetics. PhD Diss., University of Brasilia, Brasilia, Brazil.
  • Verwijs, M. J. 2005. Stick-slip in powder flow: A quest for coherence length. PhD Diss., University of Florida.
  • Wu, K., N. Abriak, F. Becquart, P. Pizette, S. Remond, and S. Liu. 2017. Shear mechanical behavior of model materials samples by experimental triaxial tests: Case study of 4 mm diameter glass beads. Granular Matter 19 (4):1–12. doi:10.1007/s10035-017-0753-2.
  • Yamada, M., J. Mori, and Y. Matsushi. 2016. Possible stick-slip behavior before the rausu landslide inferred from repeating seismic events. Geophysical Research Letters 43 (17):9038–44. doi:10.1002/2016GL069288.
  • Yin, G., Z. Wei, J. G. Wang, L. Wan, and L. Shen. 2008. Interaction characteristics of geosynthetics with fine tailings in pullout test. Geosynthetics International 15 (6):428–36. doi:10.1680/gein.2008.15.6.428.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.