Micromechanical Modeling for Analysis of Shear Wave Propagation in Granular Material

[1] Jiang, M., Kamura, A. (2022), Numerical study on liquefaction characteristics of granular materials under Rayleigh-wave strain conditions using 3D DEM, soils and Foundations 62 (2022) 101176. https://doi.org/10.1016/j.sandf.2022.101176. Search in Google Scholar

[2] Cui, J., Men, F., Wan, X., (2004), Soil liquefaction induced by Rayleigh wave. 13th World Conference on Earthquake Engineering. Search in Google Scholar

[3] Nakase. H, Takeda. T, Oda. M, (1999), A simulation study on liquefaction using DEM. Proceedings of the 2nd International Conference on Earthquake Geotechnical Engineering, pp. 637–642. Search in Google Scholar

[4] Guo, Y., Zhao, C., Markine, V., Jing, G., & Zhai, W. (2020). Calibration for discrete element modelling of railway ballast: A review. Transportation Geotechnics, 23, Article 100341. https://doi.org/10.1016/j.trgeo.2020.100341. Search in Google Scholar

[5] Kumar, N., Suhr, B., Marschnig, S., Dietmaier, P., Marte, C., & Six, K. (2019). Micromechanical investigation of railway ballast behavior under cyclic loading in a box test using DEM: Effects of elastic layers and ballast types. Granular Matter, 21, 106. https://doi.org/10.1007/s10035-019-0956-9. Search in Google Scholar

[6] Zamani, N., El Shamy, U. (2011), Analysis of wave propagation in dry granular soils using DEM simulations. Acta Geotechnica (2011) 6:167–182. https://doi.org/10.1007/s11440-011-0142-7. Search in Google Scholar

[7] Sadd, MH., Adhikari, G., Cardoso, F. (2000), DEM simulation of wave propagation in granular materials, Powder Technology 109 Ž2000. 222–233. https://doi.org/10.1016/S0032-5910(99)00238-7. Search in Google Scholar

[8] O’Donovan, J., Ibrahim, E., O’Sullivan, C., Hamlin, S., Muir Wood, D. & Marketos, G. (2016), Micromechanics of seismic wave propagation in granular materials, Granular Matter (2016) 18:56. https://doi.org/10.1007/s10035-015-0599-4. Search in Google Scholar

[9] Sakamura, Y., Komaki, H. (2012), Numerical simulations of shock-induced load transfer processes in granular media using the discrete element method, Shock Waves (2012) 22:57–68. https://doi.org/10.1007/s00193-011-0347-6. Search in Google Scholar

[10] Ning, Z., Khoubani, A., Evans, T.M. (2015), Shear wave propagation in granular assemblies, Computers and Geotechnics 69 (2015) 615–626. https://doi.org/10.1016/j.compgeo.2015.07.004. Search in Google Scholar

[11] Tang, X., Yang, J. (2021), Wave propagation in granular material: What is the role of particle shape? Journal of the Mechanics and Physics of Solids 157 (2021) 104605. https://doi.org/10.1016/j.jmps.2021.104605. Search in Google Scholar

[12] Peters, J. F., Muthuswamy, M. (2005), Characterization of force chains in granular materia, Phys. Rev. E 72, 041307. https://doi.org/10.1103/PhysRevE.72.041307 Search in Google Scholar

[13] Longlong Fu, Shunhua Zhou, Guo, P., Wang, S., & Luo, Z. (2019), Induced force chain anisotropy of cohesionless granular materials during biaxial compression, Granular Matter (2019) 21:52. https://doi.org/10.1007/s10035-019-0899-1. Search in Google Scholar

[14] Longlong Fu, Shunhua Zhou, Zheng, Y., & Zhuang, L (2023), Characterizing dynamic load propagation in cohesionless granular packing using force chain, Particuology 81 (2023) 135e143. https://doi.org/10.1016/j.partic.2023.01.007. Search in Google Scholar

[15] Charles S. Campbell (2003), A problem related to the stability of force chains, Granular Matter 5, 129–134. https://doi.org/10.1007/s10035-003-0138-6. Search in Google Scholar

[16] Mansouri M, El Youssoufi MS (2016), Numerical simulation of the quicksand phenomenon by a 3D coupled Discrete Element - Lattice Boltzmann hydromechanical model, Int. J. Numer. Anal. Meth. Geomech. (2016). https://doi.org/10.1002/nag.2556. Search in Google Scholar

[17] Pöschel T, Schwager T (2005). Computational Granular Dynamics - Models and Algorithms, Springer-Vrlag: Berlin Heidelberg, 2005. Search in Google Scholar

[18] Richefeu. V, (2005), Approche par éléments discrets 3D du comportement de matériaux granulaires cohésifs faiblement contraints, thèse Université Montpellier II - Sciences et Techniques du Languedoc, 2005. Français. NNT: tel-00012112. Search in Google Scholar

[19] Cundall PA, Strack ODL (1979). A discrete numerical model for granular assemblies. Géotechnique 29(1):47–65. https://doi.org/10.1680/geot.1979.29.1.47 Search in Google Scholar

[20] Delenne, J.Y., El Youssoufi, M.S., Cherblanc, F., Bénet, J.C. (2004), Int. J. Numer. Anal. Methods Geomech. 28, 1577 (2004). Search in Google Scholar

[21] Heitz JF (1992) Wave propagation in non-linear medium. PhD Thesis, Grenoble University, France. Search in Google Scholar

[22] Semblat JF, Luong MP (1998), Wave propagation through soils in centrifuge testing. J Earthquake Eng 2(10):147–171. https://doi.org/10.1080/13632469809350317. Search in Google Scholar

[23] Kumar, N., Suhr, B., Marschnig, S., Dietmaier, P., Marte, C., & Six, K. (2019). Micromechanical investigation of railway ballast behavior under cyclic loading in a box test using DEM: Effects of elastic layers and ballast types. Granular Matter, 21, 106. https://doi.org/10.1007/s10035-019-0956-9 Search in Google Scholar

[24] Verruijt, A. (2009). An introduction to soil dynamics (Vol. 24). Springer Science & Business Media. Search in Google Scholar

[25] Acton, J. R., Squire P. T., (1985) Solving Equations with Physical Understanding, Adam Hilger Ltd, Bristol. 219 pp. Search in Google Scholar