Experiment Science and Technology, Volume. 23, Issue 2, 7(2025)

International Teaching Design of Synthetic-Reinforced and Pile-Supported Embankment Based on Macro-Micro Soil-Arching Effect Tests

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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    References(8)

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

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

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

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

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

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

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

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    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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    Paper Information

    Category: Experimental Teaching and Teaching Experimental

    Received: Jan. 23, 2024

    Accepted: May. 21, 2024

    Published Online: May. 9, 2025

    The Author Email: Lijun WU (fwulijun@163.com)

    DOI:10.12179/1672-4550.20240028

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