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Effect of particle breakage on densification of coarse fillers under dynamic compaction using PFC3D

  • Xi Li (School of Transportation, Changsha University of Science and Technology) ;
  • Kun Liu (School of Transportation, Changsha University of Science and Technology) ;
  • Guoping Qian (School of Transportation, Changsha University of Science and Technology) ;
  • Shuaituan Tian (Civil Aviation Research Base (Beijing) Co., Ltd.) ;
  • Xinyan Ma (Civil Aviation Research Base (Beijing) Co., Ltd.) ;
  • Huangting Zheng (Radiation Environment Supervision and Management Station of Guangxi Zhuang) ;
  • Wenli Hou (School of Transportation, Changsha University of Science and Technology) ;
  • Junfeng Qian (School of Transportation, Changsha University of Science and Technology) ;
  • Zhao Qian (The Second Veteran Hospital of Shandong Province)
  • Received : 2025.07.26
  • Accepted : 2026.04.23
  • Published : 2026.05.10

Abstract

The foundation treatment method of dynamic compaction (DC) is widely used to densify and strengthen coarse-grained fills. Particle breakage inevitably occurs during DC impact, significantly influencing densification mechanisms and reinforcement efficiency. However, few DC studies explicitly consider particle breakage effects. This study employs PFC3D (Particle Flow Code in 3 Dimensions) to simulate particle breakage in coarse-grained fills under impact loading. Comparative DC tests were conducted on breakable and unbreakable fills to analyze their cross-scale responses: Macro-scale (crater depth) and Meso-scale (porosity distribution, displacement field, particle contact characteristics). Results indicate that particle breakage initially reduces crater depth and compactness. However, with repeated tamping, breakage promotes compaction and enhances DC reinforcement efficiency. Early-stage breakage consumes tamping energy, reducing its immediate densification effect. As tamping progresses, breakage diminishes, and the resulting finer particles fill voids between larger particles, facilitating compaction under subsequent impacts. These findings provide novel insights into the physical and mechanical behavior of breakage-driven compaction in coarse-grained fills under impact loading, supporting optimization of DC technology.

Keywords

Acknowledgement

This research was supported by the National Natural Science Foundation of China (NO. 52278435, 52227815), the Science and Technology Talent Promotion Program of Hunan Province (No. 2023TJ-N12) and Guangxi Science and Technology Plan Project (2024AC44007).

References

  1. Xiao, Y., Meng, M., Wang, C., Wu, H., Fang, Q., Liu, S. (2023). Breakage critical state of gravels with different gradings. part i: experimental results. Transportation Geotechnics, 42, 101087. https://doi.org/10.1016/j.trgeo.2023.101087.
  2. Broise, Y., Ménard, L. (1975). Theoretical and practical aspect of dynamic consolidation. Géotechnique, 25(1), 3-18. https://doi.org/10.1680/geot.1975.25.1.3.
  3. Wu, S., Wei, Y., Zhang, Y., Cai, H., Du, J., Wang, D., Yan, J., Xiao, J. (2020). Dynamic compaction of a thick soil-stone fill: dynamic response and strengthening mechanisms. Soil Dynamics and Earthquake Engineering, 129, 105944. https://doi.org/10.1016/j.soildyn.2019.105944.
  4. Wei, Y., Yang, Y., Wang, J., Liu, H., Li, J., Jie, Y. (2023). Performance evaluation of high energy dynamic compaction on soil-rock mixture geomaterials based on field test. Case Studies in Construction Materials, 18, e01734. https://doi.org/10.1016/j.cscm.2022.e01734.
  5. Xu, P., Zhao, W., Qiao, S.F., Dong, H. (2024). Comprehensive investigation on the reinforcement effect of the dynamic compaction of high stone-filled embankments. Transportation Geotechnics, 49, 101439. https://doi.org/10.1016/j.trgeo.2024.101439.
  6. Hu, C.M., Wang, X.Y., Mei, Y., Yuan, Y.L., Zhang, S.S. (2018). Compaction techniques and construction parameters of loess as filling material. Geomechanics and Engineering, 15(6), 1143-1151. https://doi.org/10.12989/gae.2018.15.6.1143.
  7. Li, X., Lu, Y., Cui, Y., Qian, G., Zhang, J., Wang, H. (2024). Experimental investigation into the effects of tamper weight and drop distance on dynamic soil compaction. Acta Geotechnica, 19(5), 2563-2578. https://doi.org/10.1007/s11440-023-02198-4.
  8. Li, X., Lu, Y., Qian, G., Yang, H., Yu, H., Wang, H., Zhu, Z. (2024). A new index for estimating the improved depth of dynamic compaction. International Journal of Geomechanics, 24(3), 06023027. https://doi.org/10.1061/IJGNAI.GMENG-8705.
  9. Hu, X.W., Zhang, W., Wang, J. (2004). Experimental study on dynamic compaction to improve saturated soft clay covered with hydraulic fill sand. Rock and Soil Mechanics, 25(5), 818-823.
  10. Feng, S.J., Du, F.L., Shi, Z.M., Shui, W.H., Tan, K. (2015). Field study on the reinforcement of collapsible loess using dynamic compaction. Engineering Geology, 185, 105-115. https://doi.org/10.1016/j.enggeo.2014.12.006.
  11. Yuan, H.P., Liu, M.Q., Li, W.Q., Wang, Y.X. (2018). Dynamic compaction model tests for the characteristics of red clay under equal energy level. Geotechnical and Geological Engineering, 36(3), 1873-1883. https://doi.org/10.1007/s10706-017-0409-3.
  12. Ghorbani, J., Nazem, M., Carter, J.P. (2020). Dynamic compaction of clays: numerical study based on the mechanics of unsaturated soils. International Journal of Geomechanics, 20(10), 04020195. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001840.
  13. Ma, Z.Y., Dang, F.N., Liao, H.J. (2014). Numerical study of the dynamic compaction of gravel soil ground using the discrete element method. Granular Matter, 16(6), 881-889. https://doi.org/10.1007/s10035-014-0529-x.
  14. Xie, K., Li, T.F., Chen, X.B., Deng, Z.X. (2023). A novel method for determining the particle breakage contribution of high-speed railway graded aggregate and its application in vibratory compaction. Case Studies in Construction Materials, 19, e02281. https://doi.org/10.1016/j.cscm.2023.e02281.
  15. Li, S., Yang, Z., Tian, X., Xiao, Y., Li, X., Liu, X. (2021). Influencing factors of scale effects in largescale direct shear tests of soil-rock mixtures based on particle breakage. Transportation Geotechnics, 31, 100677. https://doi.org/10.1016/j.trgeo.2021.100677.
  16. Meng, M., Deng, S., Cui, H., Yuan, Z., He, X. (2024). Impact of initial gradation on compaction characteristics and particle crushing behavior of gravel under dynamic loading. Powder Technology, 447, 120216. https://doi.org/10.1016/j.powtec.2024.120216.
  17. Yao, Z., Zhou, C., Lin, Q., Yao, K. (2022). Effect of dynamic compaction by multi-point tamping on the densification of sandy soil. Computers and Geotechnics, 151, 104949. https://doi.org/10.1016/j.compgeo.2022.101949.
  18. Jia, M.C., Wu, S.C., Ye, J.Z. (2015). Research on dynamic response of dynamic compaction based on three-dimensional discrete element method. Journal of Hunan University (Natural Sciences), 42(3), 70-76. https://doi.org/10.16339/j.cnki.hdxbzkb.2015.03.011.
  19. Li, X., Liu, Y., Qian, G., Liu, X., Wang, H., Yin, G. (2023). Numerical investigation into particle crushing effects on the shear behavior of gravel. Geomechanics and Engineering, 35(2), 209-219. https://doi.org/10.12989/gae.2023.35.2.209.
  20. Li, X., Zhang, K., Ma, X., Teng, J., Zhang, S. (2020). New method to evaluate strengthen efficiency by dynamic compaction. International Journal of Geomechanics, 20(4), 04020024. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001586.
  21. Gutiérrez-Ch, J.G., Senent, S., Melentijevic, S., Jimenez, R. (2018). Distinct element method simulations of rock-concrete interfaces under different boundary conditions. Engineering Geology, 240, 123-139. https://doi.org/10.1016/j.enggeo.2018.04.017.
  22. Zhou, W., Yang, L., Ma, G., Chang, X., Lai, Z., Xu, K. (2016). DEM analysis of the size effects on the behavior of crushable granular materials. Granular Matter, 18(3), 64. https://doi.org/10.1007/s10035-016-0656-7.
  23. Wang, Z., Ruiken, A., Jacobs, F., Ziegler, M. (2014). A new suggestion for determining 2D porosities in DEM studies. Geomechanics and Engineering, 7(6), 665-678. https://doi.org/10.12989/gae.2014.7.6.665.
  24. Lobo-Guerrero, S., Vallejo, L.E. (2010). The effectiveness of geosynthetic reinforcement, tamping, and stoneblowing of railtrack ballast beds under dynamic loading: DEM analysis. Geomechanics and Engineering, 2(3), 161-176. https://doi.org/10.12989/gae.2010.2.3.161.
  25. Choi, C.K., Chung, G.T. (1996). A gap element for three-dimensional elasto-plastic contact problems. Computers and Structures, 61(6), 1155-1167. https://doi.org/10.1016/0045-7949(96)00111-3.
  26. Lee, F.H., Gu, Q. (2004). Method for estimating dynamic compaction effect on sand. Journal of Geotechnical and Geoenvironmental Engineering, 130(2), 139-152. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:2(139).
  27. Gong, J., Zou, J., Zhao, L., Li, L., Nie, Z. (2019). New insights into the effect of interparticle friction on the critical state friction angle of granular materials. Computers and Geotechnics, 113, 103105. https://doi.org/10.1016/j.compgeo.2019.103105.
  28. Nie, Y., Gong, J., Fang, C., Chen, Z., Huang, C. (2023). DEM study on the macro- and micromechanical behaviours of breakable granular materials under cyclic loading. Transportation Geotechnics, 38, 100915. https://doi.org/10.1016/j.trgeo.2022.100915.
  29. McDowell, G.R., De Bono, J.P. (2013). On the micro mechanics of one-dimensional normal compression. Géotechnique, 63(11), 895-908. https://doi.org/10.1680/geot.12.P.041.
  30. Xu, Z.H., Wang, W.Y., Lin, P., Xiong, Y., Liu, Z.Y., He, S.J. (2020). A parameter calibration method for pfc simulation: development and a case study of limestone. Geomechanics and Engineering, 22(1), 97-108. https://doi.org/10.12989/gae.2020.22.1.097.
  31. Jifang, D., Shuaifeng, W., Sen, H., Yinqiu, Z., Hong, C., Yingqi, W., Junwei, S. (2025). Dynamic response and densification mechanism of dynamic compaction for silt soil through a large scale field test at Daxing Airport. Soil Dynamics and Earthquake Engineering, 190, 109201. https://doi.org/10.1016/j.soildyn.2024.109201.
  32. Cheng, Y.P., Nakata, Y., Bolton, M.D. (2003). Discrete element simulation of crushable soil. Géotechnique, 53(7), 633-641. https://doi.org/10.1680/geot.2003.53.7.633.
  33. Indraratna, B., Thakur, P.K., Vinod, J.S. (2010). Experimental and numerical study of railway ballast behavior under cyclic loading. International Journal of Geomechanics, 10(4), 136-144. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000055.
  34. Cil, M.B., Alshibli, K.A. (2014). 3D evolution of sand fracture under 1D compression. Géotechnique, 64(5), 351-364. https://doi.org/10.1680/geot.13.P.119.
  35. Cil, M.B., Buscarnera, G. (2016). DEM assessment of scaling laws capturing the grain size dependence of yielding in granular soils. Granular Matter, 18(3), 36. https://doi.org/10.1007/s10035-016-0638-9.
  36. de Bono, J., McDowell, G. (2016). Particle breakage criteria in discrete-element modelling. Geotechnique, 66(12), 1014-1027. https://doi.org/10.1680/jgeot.15.P.280.
  37. Russell, A.R., Muir Wood, D., Kikumoto, M. (2009). Crushing of particles in idealised granular assemblies. Journal of the Mechanics and Physics of Solids, 57(8), 1293-1313. https://doi.org/10.1016/j.jmps.2009.04.009.
  38. Takei, M., Kusakabe, O., Hayashi, T. (2001). Time-dependent behavior of crushable materials in onedimensional compression tests. Soils and Foundations, 41(1), 97-121. https://doi.org/10.3208/sandf.41.97.