Assessment of the correlation between grain angularity parameter and friction index of sand containing low plastic fines

References

• Abbireddy, C.O.R., Clayton, C.R.I., and Huvenne, V.A., 2009. A method of estimating the form of fine particulates. Geotechnique, 59 (6), 503–511. doi:10.1680/geot.2008.P.009
   Web of Science ®Google Scholar
• Alshibli, K.A. and Mehmet, B.C., 2018. Influence of particle morphology on the friction and dilatancy of sand. Journal of Geotechnical and Geoenvironmental Engineering, 144, 04017118. doi:10.1061/(ASCE)GT.1943-5606.0001841
   Web of Science ®Google Scholar
• Altuhafi, F.N., Coop, M.R., and Georgiannou, V.N., 2016. Effect of particle shape on the mechanical behavior of natural sands. Journal of Geotechnical and Geoenviremental Engineering. doi:10.1061GT.1943-5606.0001569
   Google Scholar
• ASTM D 4253-00, 2002. Standard test method for maximum index density and unit weight of soils using a vibratory table. In: Annual book of ASTM standards. West Conshohocken, PA: American Society for Testing and Materials, 1–14.
   Google Scholar
• ASTM D 4254-00, 2002. Standard test method for minimum index density and unit weight of soils and calculation of relative density. In: Annual book of ASTM standards. West Conshohocken, PA: American Society for Testing and Materials, 1–9.
   Google Scholar
• Baki, M.A.L., Rahman, M.M., and Lo, S.R., 2014. Predicting onset of cyclic instability of loose sand with fines using instability curves. Soil Dynamics and Earthquake Engeering, 61–61, 140–151. doi:10.1016
   Google Scholar
• Belkhatir, M., et al., 2014. Insight into the effects of gradation on the pore p ressure generation of sand–silt mixtures. Geotechnical Testing Journal, 37 (5), 1–10. doi:10.1520/GTJ20130051
   Web of Science ®Google Scholar
• Belkhatir, M., Schanz, T., and Arab, A., 2012. Effect of fines content and void ratio on the saturated hydraulic conductivity and undrained shear strength of sand–silt mixtures. Environmental Earth Sciences. 70 (24), 69–79. DOI:10.1007=s12665-013-2289 ISSN: 1866-6280.
   Google Scholar
• Benahmed, N., et al., 2014. 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. doi:10.1080/196481189.2014.93904
   Web of Science ®Google Scholar
• Borhani, A. and Fakharian, K., 2016. Effect of particle shape on dilative behavior and stress path characteristics of Chamkhaleh sand in undrained triaxial tests. International Journal of Civil Engineering, 14 (4), 197–208. doi:10.1007/s40999-016-0048-8
   Google Scholar
• Cherif Taiba, A., et al., 2016. Insight into the effect of granulometric characteristics on static liquefation sucseptibility of silty sand soils. Geotechnical and Geological Engineering, 34, 367–382. doi:10.1007/s10706-015-9951-z
   Google Scholar
• Cherif Taiba, A., et al., 2017a. Experimental characterization of the undrained instability and steady state of silty sand soils under monotonic loading conditions. International. Journal. Of Geotechnical. Engineering. doi:10.1080/19386362.2017.1302643
   Web of Science ®Google Scholar
• Cherif Taiba, A., 2017b. Laboratory study on susceptibility of liquefaction of silty sand soils: effect of size and shape of grain. PhD.Thesis. University of Chlef, Algeria.
   Google Scholar
• Cherif Taiba, A., et al., 2018. Experimental Investigation into the influence of roundness and sphericity on the undrained shear response of silty sand soils. Geotechnical Testing Journal, 41, 20170118. doi:10.1520/GTJ20170118
   Web of Science ®Google Scholar
• Cherif Taiba, A., et al., 2019a. Evaluation of hydraulic conductivity through particle shape and packing density characteristics of sand-silt mixtures. Journal of Marine Georesources & Geotechnology, 1–13. doi:10.1080/1064119X.2018.1539891
   Web of Science ®Google Scholar
• Cherif Taiba, A., et al., 2019b. Effects of gradation on the mobilized friction angle for the instability and steady states of sand-silt mixtures: experimental evidence. Acta Geotechnica Slovenica. doi:10.18690/actageotechslov.16.1.79-95.2019
   Web of Science ®Google Scholar
• Cho, G.C., Dodds, J., and Santamarina, J.C., 2006. Particle shape effects on packing density, stiffness, and strength: natural and crushed sands. Journal of Geotechnical and Geoenvironmental Engineering, 132 (5), 591–602.
   Web of Science ®Google Scholar
• Clayton, C.R.I., Abbireddy, C.O.R., and Schiebel, R., 2009. A method of estimating the form of coarse particulates. Geotechnique, 59 (6), 493–501. doi:10.1680/geot.2007.00195
   Web of Science ®Google Scholar
• Guo, P. and Su, X., 2007. Shear sterngth, interparticle locking, and dilatancy of granular materials. Canadian Geotechnical Journal, 44 (5), 579–591. doi:10.1139/t07-010
   Web of Science ®Google Scholar
• Guo, Z., et al., 2015. Effect of granular shape on angle of internal friction of binary granular system. Journal of Fuel. doi:10.1016/02.047
   Web of Science ®Google Scholar
• Gupta, A.K., 2009. Effect of particle size and confining pressure on breakage and strength parameters of rockfill materials. EJGE, 14 (J), 1–18.
   Google Scholar
• Keramatikerman, M. and Chegenizadeh, A., 2017. Effect of particle shape on monotonic liquefaction: natural and crushed sand. Experimental Mechanics, 57, 1341–1348. doi:10.1007/s11340-017-0313-z
   Web of Science ®Google Scholar
• Lade, P.V., 1992. Static instability and liquefaction of loose sandy slopes. Journal of Geotechnical Engineering, 118 (1), 51–71. doi:10.1061/(ASCE)0733-9410(1992)118:1(51)
   Google Scholar
• Lu, Z., et al., 2019. Re-recognizing the impact of particle shape on physical and mechanical properties of sandy soils: a numerical study. Journal of Engineering Geology, 36–46. doi:10.1016/j.enggeo.2019.03.011
   Google Scholar
• Mahmoudi, Y., et al., 2015a. Laboratory study on shear behavior of overconsolidated sand: effect of the initial structure. In: 13th Arab Structural Engineering Conference. Blida, Algeria.
   Google Scholar
• Mahmoudi, Y., et al., 2015b. Experimental investigation on shear strength of overconsolidated soils: effect of fines content. In: 7th Symposium on construction in seismic zones. Chlef, Algeria.
   Google Scholar
• Mahmoudi, Y., et al., 2016a. Experimental investigation on undrained shear behavior of overconsolidated sand-silt mixtures: effect of sample reconstitution. Geotechnical Testing Journal, 39, 20140183. doi:10.1520/GTJ20140183
   Web of Science ®Google Scholar
• Mahmoudi, Y., et al., 2016b. Laboratory study on undrained shear behaviour of overconsolidated sand–silt mixtures: effect of the fines content and stress state. International Journal Of Geotechnical Engineering. doi:10.1080/19386362.2016.1252140
   Web of Science ®Google Scholar
• Mahmoudi, Y., et al., 2018. Influence of soil fabrics and stress state on the undrained instability of overconsolidated binary granular assemblies. Journal of Studia Geotechnica et Mechanica, 40 (2), 96–116. doi:10.2478/sgem-2018-0011
   Web of Science ®Google Scholar
• Mehdi Abedi, S. and Yasrobi., S., 2010. Effects of plastic fines on the instability of sand. Soil Dynamics and Earthquake Engineering, 30, 61–67. doi:10.1016/j.soildyn.2009.09.001
   Web of Science ®Google Scholar
• Muszynski, M.R. and Vitton, S.J., 2012. Particle shape estimates of uniform sands: visual and automated methods comparison. Journal of Materials in Civil Engineering, 24 (2), 194–206. doi:10.1061/(ASCE)MT.1943-5533.0000351
   Web of Science ®Google Scholar
• Otsubo, M., et al., 2015. Quantitative assessment of the influence of surface roughness on soil stiffness. Géotechnique, 65 (8), 694–700. doi:10.1680/geot.14.T.028
   Web of Science ®Google Scholar
• Santamarina, C. and Cascante, G., 1998. Effect of surface roughness on wave propagation parameters. Geotechnique, 48, 129–136. doi:10.1680/geot.1998.48.1.129
   Web of Science ®Google Scholar
• Seda, C., 2019. The effect of shape on the linear relationship of maximum and minimum void ratios of various sand types. Geotechnical and Geological Engineering Journal. doi:10.1007/s10706-019-00862-9(0123456789)
   Web of Science ®Google Scholar
• Sladen, J.A., D’Hollonder R.D., Krahn J. & Mitchell D.E. 1985. Back analysis of the Nerlek berm liquefaction slides. Canadian Geotechnical Journal., 22, 579–588. doi:10.1139/t85-077
   Web of Science ®Google Scholar
• Sze, H.Y. and Yang, J., 2014. Failure modes of sand in undrained cyclic loading: impact of sample preparation. Journal of Geotechnical and Geoenvironmental Engineering, 140, 152–169. doi:10.1061/(ASCE)GT.1943-5606.0000971
   Web of Science ®Google Scholar
• Wadell, H., 1932. Volume, shape, and roundness of rock particles. Journal. Of Geology., 40, 443–451. doi:10.1086/623964
   Google Scholar
• Wei, L.M. and Yang, J., 2014. On the role of grain shape in static liquefaction of sand-fines mixtures. Géotechnique, 64 (9), 740–750. doi:10.1680/geot.14.T.013
   Web of Science ®Google Scholar
• Xiao, Y., et al., 2019. Effect of particle shape of glass beads on the strength and deformation of cemented sands. Acta Geotechnica. doi:10.1007/s11440-019-00830-w
   PubMed Web of Science ®Google Scholar
• Xie, Y.H., et al., 2017. The influence of particle geometry and the intermediate stress ratio on the shear behavior of granular materials. Granular Matter. 19. doi:10.1007/s10035-017-0723-8
   PubMed Web of Science ®Google Scholar
• Yang, J. and Wei, L.M., 2012. Collapse of loose sand with the addition of fines: the role of particle shape. Geotechnique, 62 (12), 1111–1125. doi:10.1680/geot.11.P.062
   Web of Science ®Google Scholar
• Yang, J. and Wei, L.M., 2015. Static liquefaction of granular soils: The Role of Grain Shape and Size. Geomechanics. And Geoengineering. doi:10.1007/978-3-319-13506-9_29
   Google Scholar
• Yilmaz, Y. and Mollamahmutoglu, M., 2009. Characterization of liquefaction susceptibility of sands by means of extreme void ratios and/or void ratio range. Journal of Geotechnical and Geoenvironmental Engineering, 135 (12), 1986–1990. doi:10.1061/(ASCE)GT.1943-5606.0000164
   Web of Science ®Google Scholar