• Experiment Science and Technology
  • Vol. 23, Issue 2, 7 (2025)
Lijun WU*, Jinyu SUN, and Long LYU
Author Affiliations
  • College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu 610059, China
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    DOI: 10.12179/1672-4550.20240028 Cite this Article
    Lijun WU, Jinyu SUN, Long LYU. International Teaching Design of Synthetic-Reinforced and Pile-Supported Embankment Based on Macro-Micro Soil-Arching Effect Tests[J]. Experiment Science and Technology, 2025, 23(2): 7 Copy Citation Text show less
    References

    [10] R RUI, J HAN, Y Q YE et al. Load transfer mechanisms of granular cushion between column foundation and rigid raft. International Journal of Geomechanics, 20, 04019139(2020).

    [11] W J HEWLETT, M F RANDOLH. Analysis of piled embankments. Ground Engineering, 21, 12-18(1988).

    [12] D ZAESKE. Zur Wirkungsweise von unbewehrten und bewehrten mineralischen Tragschichten über pfahlartigen Grü-dungselementen(2001).

    [13] H G KEMPFERT, G GOBEL, D GOBEL et al. German recommendations for reinforced embankments on pile-similar elements(2004).

    [14] Railway Technology Research Institute. The design and construction handbook of mixing piled fowndation machine mixing(1992).

    [15] EEKELEN S J M VAN, A BEZUIJEN, TOL A F VAN. An analytical model for arching in piled embankments. Geotextiles and Geomembranes, 39, 78-102(2013).

    [16] British Standards Institution. Code of practice for strengthened/reinforced soils and other fills: BS8006-1(2010).

    [17] G G SOCIETY. Recommendations for design and analysis of earth structures using geosynthetic reinforcements: Ebgeo(2011).

    Lijun WU, Jinyu SUN, Long LYU. International Teaching Design of Synthetic-Reinforced and Pile-Supported Embankment Based on Macro-Micro Soil-Arching Effect Tests[J]. Experiment Science and Technology, 2025, 23(2): 7
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