journal article·2024-11

Scaling laws for quasi-statically deforming granular soil at critical state

Jianbo Fei, Hao Tang, Chaoshuai Yang, Xiangsheng Chen

Granular Matter· Volume 26· Issue 4
Publisher page

Abstract

No abstract is available for this record. The assistant can identify its topic from the title, but cannot infer the study’s results.

Source: Not provided · Quality: missing

Research context

OpenAlex topics: Geotechnical and Geomechanical Engineering · Geotechnical Engineering and Soil Mechanics · Granular flow and fluidized beds

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (37)

Show source-provided references
1. Rendulic, L.: Das Grundgesetz der Tonmechanik und sein experimenteller Beweis. Bauingenieur 18, Heft-31 (1937)
2. Henkel, D.J.: The relationships between the effective stresses and water content in saturated clays. Geotechnique 10(2), 41–54 (1960). https://doi.org/10.1680/geot.1960.10.2.4110.1680/geot.1960.10.2.41 ↗
3. Schofield, A.N., Wroth, P.: Critical state soil mechanics, vol. 310. McGraw-Hill, London (1968)
4. Wood, D.M.: Soil behaviour and critical state soil mechanics. Cambridge University Press, Cambridge (1990)
5. Li, X.S., Dafalias, Y.F.: Dilatancy for cohesionless soils. Géotechnique 50(4), 449–460 (2000). https://doi.org/10.1680/geot.2000.50.4.44910.1680/geot.2000.50.4.449 ↗
6. Jefferies, M.G.: Nor-Sand: a simple critical state model for sand. Géotechnique 43(1), 91–103 (1993). https://doi.org/10.1680/geot.1993.43.1.9110.1680/geot.1993.43.1.91 ↗
7. Kulhawy, F. H., Mayne, P. W.: Manual on estimating soil properties for foundation design (No. EPRI-EL-6800). Electric Power Research Inst., Palo Alto, CA (USA); Cornell Univ., Ithaca, NY. Geotechnical Engineering Group (1990)
8. Fu, Z., Chen, S., Peng, C.: Modeling cyclic behavior of rockfill materials in a framework of generalized plasticity. Int. J. Geomech. 14(2), 191–204 (2014). https://doi.org/10.1061/(ASCE)GM.1943-5622.000030210.1061/(ASCE)GM.1943-5622.0000302 ↗
9. Lade, P.V.: Assessment of test data for selection of 3-D failure criterion for sand. Int. J. Numer. Anal. Meth. Geomech. 30(4), 307–333 (2006). https://doi.org/10.1002/nag.47110.1002/nag.471 ↗
10. Feng, Y.T., Owen, D.R.J.: Discrete element modelling of large scale particle systems—I: exact scaling laws. Comput. Part. Mech. 1, 159–168 (2014)10.1007/s40571-014-0010-y ↗
11. Frossard, E., Hu, W., Dano, C., Hicher, P.Y.: Rockfill shear strength evaluation: a rational method based on size effects. Géotechnique 62(5), 415–427 (2012). https://doi.org/10.1680/geot.10.P.07910.1680/geot.10.P.079 ↗
12. Konrad, J.M.: Minimum undrained strength versus steady-state strength of sands. J. Geotech. Eng. 116(6), 948–963 (1990). https://doi.org/10.1061/(ASCE)0733-9410(1990)116:6(948)10.1061/(ASCE)0733-9410(1990)116:6(948) ↗
13. Riemer, M.F., Seed, R.B.: Factors affecting apparent position of steady-state line. J. Geotech. Geoenvironmental Eng. 123(3), 281–288 (1997). https://doi.org/10.1061/(ASCE)1090-0241(1997)123:3(281)10.1061/(ASCE)1090-0241(1997)123:3(281) ↗
14. Martins, F.B., Bressani, L.A., Coop, M.R., Bica, A.V.D.: Some aspects of the compressibility behaviour of a clayey sand. Can. Geotech. J. 38(6), 1177–1186 (2001). https://doi.org/10.1139/t01-04810.1139/t01-048 ↗
15. Altuhafi, F., Baudet, B.A., Sammonds, P.: The mechanics of subglacial sediment: an example of new “transitional” behaviour. Can. Geotech. J. 47(7), 775–790 (2010). https://doi.org/10.1139/T09-13610.1139/T09-136 ↗
16. Altuhafi, F.N., COOP, M.R.: Changes to particle characteristics associated with the compression of sands. Géotechnique 61(6), 459–471 (2011). https://doi.org/10.1680/geot.9.P.11410.1680/geot.9.P.114 ↗
17. Alshibli, K.A., Cil, M.B.: Influence of particle morphology on the friction and dilatancy of sand. J. Geotech. Geoenvironmental Eng. 144(3), 04017118 (2018). https://doi.org/10.1061/(ASCE)GT.1943-5606.000184110.1061/(ASCE)GT.1943-5606.0001841 ↗
18. Shipton, B., Coop, M.R.: Transitional behaviour in sands with plastic and non-plastic fines. Soils Found. 55(1), 1–16 (2015). https://doi.org/10.1016/j.sandf.2014.12.00110.1016/j.sandf.2014.12.001 ↗
19. Xiao, Y., Liu, H., Chen, Y., Jiang, J., Zhang, W.: State-dependent constitutive model for rockfill materials. Int. J. Geomech. 15(5), 04014075 (2015). https://doi.org/10.1061/(ASCE)GM.1943-5622.000042110.1061/(ASCE)GM.1943-5622.0000421 ↗
20. Winter, M.J., Hyodo, M., Wu, Y., Yoshimoto, N., Hasan, M.B., Matsui, K.: Influences of particle characteristic and compaction degree on the shear response of clinker ash. Eng. Geol. 230, 32–45 (2017). https://doi.org/10.1016/j.enggeo.2017.09.01910.1016/j.enggeo.2017.09.019 ↗
21. Baran, O., Ertaş, D., Halsey, T.C., Grest, G.S., Lechman, J.B.: Velocity correlations in dense gravity-driven granular chute flow. Phys. Rev. E 74(5), 051302 (2006). https://doi.org/10.1103/PhysRevE.74.05130210.1103/PhysRevE.74.051302 ↗
22. Iordanoff, I., Khonsari, M.M.: Granular lubrication: toward an understanding of the transition between kinetic and quasi-fluid regime. J. Trib. 126(1), 137–145 (2004). https://doi.org/10.1115/1.163357510.1115/1.1633575 ↗
23. Savage, S.B.: The mechanics of rapid granular flows. Adv. Appl. Mech. 24, 289–366 (1984). https://doi.org/10.1016/S0065-2156(08)70047-410.1016/S0065-2156(08)70047-4 ↗
24. Ancey, C., Coussot, P., Evesque, P.: A theoretical framework for granular suspensions in a steady simple shear flow. J. Rheol. 43(6), 1673–1699 (1999). https://doi.org/10.1122/1.55106710.1122/1.551067 ↗
25. Pouliquen, O., Forterre, Y.: Friction law for dense granular flows: application to the motion of a mass down a rough inclined plane. J. Fluid Mech. 453, 133–151 (2002). https://doi.org/10.1017/S002211200100679610.1017/S0022112001006796 ↗
26. Wang, C., Deng, A., Taheri, A.: Three-dimensional discrete element modeling of direct shear test for granular rubber–sand. Comput. Geotech. 97, 204–216 (2018). https://doi.org/10.1016/j.compgeo.2018.01.01410.1016/j.compgeo.2018.01.014 ↗
27. Da Cruz, F., Emam, S., Prochnow, M., Roux, J.N., Chevoir, F.: Rheophysics of dense granular materials: Discrete simulation of plane shear flows. Phys. Rev. E 72(2), 021309 (2005)10.1103/PhysRevE.72.021309 ↗
28. Savage, S.B., Sayed, M.: Stresses developed by dry cohesionless granular materials sheared in an annular shear cell. J. Fluid Mech. 142, 391–430 (1984). https://doi.org/10.1017/S002211208400116610.1017/S0022112084001166 ↗
29. GDR MiDi gdrmidi@ polytech. univ-mrs. fr http://www.lmgc.univ-montp2.fr/MIDI/: On dense granular flows. The European Physical Journal E 14, 341–365 (2004)10.1140/epje/i2003-10153-0 ↗
30. Forterre, Y., Pouliquen, O.: Flows of dense granular media. Annu. Rev. Fluid Mech. 40, 1–24 (2008). https://doi.org/10.1146/annurev.fluid.40.111406.10214210.1146/annurev.fluid.40.111406.102142 ↗
31. Jop, P., Forterre, Y., Pouliquen, O.: A constitutive law for dense granular flows. Nature 441(7094), 727–730 (2008)10.1038/nature04801 ↗
32. Shen, C., Liu, S., Yu, J., Wang, L.: Simple scale effect model for the volumetric behavior of rockfill materials. Int. J. Geomech. 21(3), 04020266 (2021). https://doi.org/10.1061/(ASCE)GM.1943-5622.000193910.1061/(ASCE)GM.1943-5622.0001939 ↗
33. Al-Shibli, K., Macari, E.J., Sture, S.: Digital imaging techniques for assessment of homogeneity of granular materials. Transp. Res. Rec. 1526(1), 121–128 (1996). https://doi.org/10.1177/036119819615260011510.1177/0361198196152600115 ↗
34. Xiao, Y., Liu, H., Liu, H., Chen, Y., Zhang, W.: Strength and dilatancy behaviors of dense modeled rockfill material in general stress space. Int. J. Geomech. 16(5), 04016015 (2016). https://doi.org/10.1061/(ASCE)GM.1943-5622.000064510.1061/(ASCE)GM.1943-5622.0000645 ↗
35. Jiang, J., Zuo, Y., Cheng, Z., Pan, J., Zhang, C., Wei, Y.: Effects of confining pressure and density on mechanical properties of coarse granular material under critical state. J. Yangtze River Sci. Res. Inst. 38(5), 94 (2021). (In Chinese)
36. Xiao, Y., Liu, H., Ding, X., Chen, Y., Jiang, J., Zhang, W.: Influence of particle breakage on critical state line of rockfill material. Int. J. Geomech. 16(1), 04015031 (2016). https://doi.org/10.1061/(ASCE)GM.1943-5622.000053810.1061/(ASCE)GM.1943-5622.0000538 ↗
37. Xiao, Y., Liu, H., Chen, Y., Jiang, J.: Bounding surface model for rockfill materials dependent on density and pressure under triaxial stress conditions. J. Eng. Mech. 140(4), 04014002 (2014). https://doi.org/10.1061/(ASCE)EM.1943-7889.000070210.1061/(ASCE)EM.1943-7889.0000702 ↗