Impact of the overall regularity and related granulometric characteristics on the critical state soil mechanics of natural sands: a state-of-the-art review

References

• Alarcon, A. and Leonards, G.A., 1988. Discussion of “Liquefaction evaluation procedure”, by S. J. Poulos, G. Castro and J. W. France. Journal of Geotechnical Engineering, 114 (2), 232–259. ASCE. 10.1061/(ASCE)0733-9410(1988)114:2(232).
   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 (3), 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 Geoenvironmental Engineering, 142 (12), 04016071. doi:10.1061/(ASCE)GT.1943-5606.0001569
   Web of Science ®Google Scholar
• Alvarado, G., Lui, N., and Coop, M.R., 2012. Effect of fabric on the behavior of reservoir sandstones. Canadian Geotechnical Journal, 49 (9), 1036–1051. doi:10.1139/t2012-060
   Web of Science ®Google Scholar
• Been, K. and Jefferies, M.G., 1985. A state parameter for sands. Géotechnique, 35 (2), 11 99–112. doi:10.1680/geot.1985.35.2.99
   Web of Science ®Google Scholar
• Been, K., Jefferies, M.G., and Hachey, J., 1991. The critical state of sands. Geotechnique, 41 (3), 365–381. doi:10.1680/geot.1991.41.3.365
   Web of Science ®Google Scholar
• Bouckovalas, G.D., Andianopoulos, K. I., and Papadimitriou, A. G., 2003. A critical state interpretation for cyclic liquefaction resistance of silty sand. Soils Dynamics and Earthquake Engineering, 23 (2), 115–125. doi:10.1016/S0267-7261(02)00156-2
   Web of Science ®Google Scholar
• Carrera, A., Coop, M.R., and Lancellotta, R., 2011. Influence of grading on the mechanical behaviour of Stava tailings. Géotechnique, 61 (11), 935–946. doi:10.1680/geot.9.P.009
   Web of Science ®Google Scholar
• Castro, G.E., 1982. Liquefaction induced by cyclic loading. Report to National Science and Foundation, No. NSF/CEE-82018. Washington, DC: National Science Foundation
   Google Scholar
• Cavarretta, I., 2009. The influence of particle characteristics on the engineering behaviour of granular materials. Ph.D. thesis. London: Imperial College London.
   Google Scholar
• Cherif Taiba, A., et al., 2016. Insight into the effect of granulometric characteristics on static liquefaction susceptibility of silty sand soils. Geotechnical and Geological Engineering, 34 (1), 367–382. doi:10.1007/s10706-015-9951-z
   Web of Science ®Google Scholar
• Cherif Taiba, A., 2017. Laboratory Study on Susceptibility of Liquefaction of Silty Sand Soils: Effect of Size and Shape of Grain. PhD. Thesis. Algeria: University of Chlef.
   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 (3), 20170118. doi:10.1520/GTJ20170118
   Web of Science ®Google Scholar
• Cherif Taiba, A., et al., 2019. 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
• Cherif Taiba, A., et al., 2021a. Assessment of the correlation between grain angularity parameter and friction index of sand containing low plastic fines. Geomechanics and Geoengineering: An International Journal, 16 (2), 133–149. doi:10.1080/17486025.2019.1648881
   Web of Science ®Google Scholar
• Cherif Taiba, A., et al., 2021b. Predicting the saturated hydraulic conductivity of particulate assemblies based on active fraction of fines and particle-size disparity parameters. Geomechanics and Geoengineering, 1–13. doi:10.1080/17486025.2021.1890233
   Google Scholar
• Cherif Taiba, A., et al., 2021c. Threshold silt content dependency on particle morphology (shape and size) of granular materials: review with new evidence. Acta geotechnica Slovenica, 18 (1), 28–40. doi:10.18690/actageotechslov.18.1.28-40.2021
   Web of Science ®Google Scholar
• Chiu, C.F. and Fu, X.J., 2008. Interpreting undrained instability of mixed soils by equivalent intergranular state parameter. Geotechnique, 58 (9), 751–755. doi:10.1680/geot.2008.58.9.751
   Web of Science ®Google Scholar
• Chillarige, A.V., et al., 1997. Evaluation of the in-situ state of Fraser River sand. Canadian Geotechnical Journal, 34 (4), 510–519. doi:10.1139/t97-018
   Web of Science ®Google Scholar
• Cho, G., 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. doi:10.1061/(ASCE)1090-0241(2006)132:5(591)
   Web of Science ®Google Scholar
• Chu, J. and Wanatowski, D., 2009. Effect of loading mode on strain softening and instability behavior of sand in plane-strain tests. Journal of Geotechnical and Geoenvironmental Engineering, 135 (1), 108–120. doi:10.1061/(ASCE)1090-0241(2009)135:1(108)
   Web of Science ®Google Scholar
• Chu, J., et al., 2012. Instability of loose sand under drained conditions. Journal of Geotechnical and Geoenvironmental Engineering, 138 (2), 207–216. doi:10.1061/(ASCE)GT.1943-5606.0000574
   Web of Science ®Google Scholar
• Coop, M.R. and Lee, I.K., 1993. The behaviour of granular soils at elevated stresses. In: G.T. Houlsby and A.N. Schofield, eds. Predictive soil mechanics: proc., Worth Memorial Symp. London: Thomas Telford, 186–198.
   Google Scholar
• Cuccovillo, T. and Coop, M.R., 1997. The measurement of local axial strains in triaxial testing using LVDTs. Géotechnique, 47 (1), 167–171. doi:10.1680/geot.1997.47.1.167
   Web of Science ®Google Scholar
• Dai, B.B., Yang, J., and Zhou, C.Y., 2016. Observed effects of interparticle friction and particle size on shear behavior of granular materials. International Journal of Geomechanics, 16 (1), 04015011. doi:10.1061/(ASCE)GM.1943-5622.0000520
   Web of Science ®Google Scholar
• Doumi, K., et al., 2021a. Influence of the particle size on the flow potential and friction index of partially saturated sandy soils. Transportation Infrastructure Geotechnology. doi:10.1007/s40515-021-00193-4
   Google Scholar
• Doumi, K., et al., 2021b. Experimental investigation on the influence of relative effective diameter on ultimate shear strength of partially saturated granular soils. Acta geotechnica Slovenica, 17 (1), 56–70. doi:10.18690/actageotechslov.17.1.56-70.2020
   Web of Science ®Google Scholar
• Duttine, A. and Tatsuoka, F., 2009. Viscous properties of granular materials having different particle shapes in direct shear. Soils and Foundations, 49 (5), 777–796. doi:10.3208/sandf.49.777
   Web of Science ®Google Scholar
• Guo, P. and Su, X., 2007. Shear strength, interparticle locking, and dilatancy of granular materials. Canadian Geotechnical Journal, 44 (5), 579–591. doi:10.1139/t07-010
   Web of Science ®Google Scholar
• Hicher, P.Y., Dano, C., and Chang, C.S., 2008. A microstructural model for cemented sand. 12th Int. Conf. (IACMAG). Goa, India, 661–668.
   Google Scholar
• Holtz, W., Gibbs, G., and H, J., 1956. Triaxial shear tests on previous gravelly soils. Journal of the Soil Mechanics and Foundations Division, 820 (1), 1–22. [ ASCE].
   Google Scholar
• Hyodo, M., Aramaki, N., and Nakata, Y., 1999. Particle crushing and undrained shear behaviour of sand. The Ninth International Offshore and Polar Engineering Conference, Brest, France, 785–791.
   Google Scholar
• Kang, X., Xia, Z., Chen, R., Ge, L., and Liu, X., 2019. The critical state and steady state of sand: a literature review. Marine Georesources & Geotechnology, 37 (9), 1105–1118. doi:10.1080/1064119X.2018.1534294
   Web of Science ®Google Scholar
• Li, W., et al., 2019. Sand type effect on the behaviour of sand-granulated rubber mixtures: integrated study from micro- to macro-scales. Powder Technology, 342, 907–916. doi:10.1016/j.powtec.2018.10.025
   Web of Science ®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, 253, 36–46. doi:10.1016/j.enggeo.2019.03.011
   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
• Mahmoudi, Y., et al., 2019. Experimental evidence into the impact of sample reconstitution on the pore water pressure generation of overconsolidated silty sand soils. Journal of Geo-engineering. doi:10.6310/jog.201912_14(4).3
   Google Scholar
• Mahmoudi, Y., et al., 2020a. Packing density and overconsolidation ratio effects on the mechanical response of granular soils. Geotechnical and Geological Engineering, 38 (1), 723–742. doi:10.1007/s10706-019-01061-2
   Web of Science ®Google Scholar
• Mahmoudi, Y., et al., 2020b. Characterization of mechanical behavior of binary granular assemblies through the equivalent void ratio and equivalent state parameter. European Journal of Environmental and Civil Engineering, 1–29. doi:10.1080/19648189.2020.1775708
   Web of Science ®Google Scholar
• Mahmoudi, Y., et al., 2021. Friction and maximum dilatancy angles of granular soils incorporating low plastic fines and depositional techniques effects. European Journal of Environmental and Civil Engineering, 1–23. doi:10.1080/19648189.2021.1999334
   Web of Science ®Google Scholar
• Nakata, Y., Hyodo, M., and Murata, H., 1999. Single particle crushing properties of geomaterials International symposium on pre-failure deformation characteristics of geomaterials. In:M. Jamiolkowski, R. Lancellotta, and D.L. Presti, eds., Balkema, Rotterdam, Netherlands, 221–228.
   Google Scholar
• Oda, M., 1972. Initial fabrics and their relations to mechanical properties of granular material. Soils and Foundations, 12 (1), 17–36. doi:10.3208/sandf1960.12.17
   Google Scholar
• Payan, M., et al., 2016a. Effect of particle shape and validity of Gmax models for sand: a critical review and a new model. Computers and Geotechnics, 72, 28–41. 2016. doi:10.1016/j.compgeo.2015.11.003
   Web of Science ®Google Scholar
• Payan, M., et al., 2016b. Influence of particle shape on small-strain material damping of dry sand. Geotechnique, 66 (7), 610–616. 2016. 10.1680/jgeot.15.T.035.
   Web of Science ®Google Scholar
• Payan, M., et al., 2016c. Small-strain stiffness of sand subjected to stress anisotropy. Soil Dynamics and Earthquake Engineering, 88, 143–151. 2016. doi:10.1016/j.soildyn.2016.06.004
   Web of Science ®Google Scholar
• Rahman, M. and Lo, S.R., 2014. Undrained behavior of sand-fines mixtures and their state parameter. Journal of Geotechnical and Geoenvironmental Engineering, 140 (7), 04014036. doi:10.1061/(ASCE)GT.1943-5606.0001115
   Web of Science ®Google Scholar
• Roscoe, K.H., Schofield, A.N., and Thurairajah, A., 1963. Yielding of clays in states wetter than critical. Geotechnique, 13 (3), 211–240. doi:10.1680/geot.1963.13.3.211
   Google Scholar
• Rouse, P.C., Fannin, R.J., and Taiebat, M., 2014. Sand strength for back analysis of pull-out tests at large displacement. Géotechnique, 64 (4), 320–324. doi:10.1680/geot.13.T.021
   Web of Science ®Google Scholar
• Sandeep, C.S. and Senetakis, K., 2019. Influence of morphology on the micro-mechanical behavior of soil grain contacts. Geomechanics and Geophysics for Geo-energy and Geo-Resources, 5 (2), 103–119. doi:10.1007/s40948-018-0094-6
   Web of Science ®Google Scholar
• Sandeep, C.S., Li, S., and Senetakis, K., 2021. Scale and surface morphology effects on the micromechanical contact behavior of granular materials. Tribology International, 159, 106929. doi:10.1016/j.triboint.2021.106929
   Web of Science ®Google Scholar
• Santamarina, J.C. and Cho, G.C., 2001. Determination of critical state parameters in sandy soils-Simple procedure. Geotechnical Testing Journal, 24 (2), 185–192. doi:10.1520/GTJ11338J
   Web of Science ®Google Scholar
• Saxena, S.K. and Reddy, K.R., 1989. Dynamic moduli and damping ratios for Monterey No. 0 sand by R.C. tests. Soils and Foundations, 29 (2), 37–51. doi:10.3208/sandf1972.29.2_37
   Google Scholar
• Schanz, T., and Venmeer, P.A., 1996. Angles of friction and dilatancy of sand. Géotechnique, 46 (1), 145–151. doi:10.1680/geot.1996.46.1.145
   Web of Science ®Google Scholar
• Schofield, A.N. and Wroth, C.P., 1968. Critical state soil mechanics. New York: McGraw-Hill.
   Google Scholar
• Silva Dos Santos, A.P., et al., 2010. High-pressure isotropic compression tests on fiber-reinforced cemented sand. Journal of Geotechnical and Geoenvironmental Engineering, 136 (6), 885–890. doi:10.1061/(ASCE)GT.1943-5606.0000300
   Web of Science ®Google Scholar
• Simpson, D.C. and Evans, T.M., 2016. Behavioral thresholds in mixtures of sand and kaolinite clay. Journal of Geotechnical and Geoenvironmental Engineering, 142 (2), 04015073. doi:10.1061/(ASCE)GT.1943-5606.0001391
   Web of Science ®Google Scholar
• Strahler, A., Stuedlein, A.W., and Arduino, P.W., 2016. Stress-strain response and dilatancy of sandy gravel in triaxial compression and plane strain. Journal of Geotechnical and Geoenvironmental Engineering, 142 (4), 04015098. doi:10.1061/(ASCE)GT.1943-5606.0001435
   Web of Science ®Google Scholar
• Tsomokos, A. and Georgiannou, V.N., 2010. Effect of grain shape and angularity on the undrained response of fine sands. Canadian Geotechnical Journal, 47 (5), 539–551. doi:10.1139/T09-121
   Web of Science ®Google Scholar
• Ventouras, K. and Coop, M.R., 2009. On the behaviour of Thanet Sand: an example of an uncemented natural sand. Géotechnique, 59 (9), 727–738. doi:10.1680/geot.7.00061
   Web of Science ®Google Scholar
• Verdugo, R. and Ishihara, K., 1996. The steady state of sand soils. Soils and Foundations, 36 (2), 81–91. doi:10.3208/sandf.36.2_81
   Google Scholar
• Wadell, H.A., 1932. Volume, shape, and roundness of rock particles. The Journal of Geology, 40 (5), 443–451. doi:10.1086/623964
   Google Scholar
• Xiao, Y., et al., 2016. Effect of intermediate principal-stress ratio on particle breakage of rockfill material. Journal of Geotechnical and Geoenvironmental Engineering, 142 (4), 06015017. doi:10.1061/(ASCE)GT.1943-5606.0001433
   Web of Science ®Google Scholar
• Xiao, Y., et al., 2018. Gradation-dependent thermal conductivity of sands. Journal of Geotechnical and Geoenvironmental Engineering, 144 (9), 06018010. doi:10.1061/(ASCE)GT.1943-5606.0001943
   Web of Science ®Google Scholar
• Xiao, Y., et al., 2019. Effect of particle shape on stress-dilatancy responses of medium dense sands. Journal of Geotechnical and Geoenvironmental Engineering, 145 (2), 04018105. doi:10.1061/(ASCE)GT.1943-5606.0001994
   Web of Science ®Google Scholar
• Xu, M., Song, E., and Chen, J., 2012. A large triaxial investigation of the stress-path-dependent behavior of compacted rockfill. Acta Geotechnica, 7 (3), 167–175. doi:10.1007/s11440-012-0160-0
   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 Luo, X.D., 2015. Exploring the relationship between critical state and particle shape for granular materials. Journal of the Mechanics and Physics of Solids, 84, 196–213. doi:10.1016/j.jmps.2015.08.001
   Web of Science ®Google Scholar
• Yamamuro, J.A. and Lade, P.V., 1997. Static liquefaction of very loose sands. Canadian Geotechnical Journal, 6 (6), 905–917. doi:10.1139/t97-057
   Google Scholar
• Yoginder, P., Vaid, J.C., and Haidi, T., 1985. Confining pressure, grain angularity and liquefaction. Journal of Geotechnical Engineering, 111 (10), 1229–1235. doi:10.1061/(ASCE)0733-9410(1985)111:10(1229)
   Google Scholar
• Zhu, Z., et al., 2021. Assessment of tamping-based specimen preparation methods on static liquefaction of loose silty sand. Soil Dynamics and Earthquake Engineering. doi:10.1016/j.soildyn.2021.106592
   Web of Science ®Google Scholar