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Optimized dynamic stability analysis of three-dimensional dam slope considering strain-softening of rockfill
更新时间：2025-08-06

    • Optimized dynamic stability analysis of three-dimensional dam slope considering strain-softening of rockfill

    • “In the field of stability analysis of high earth and rock dams, experts have proposed a three-dimensional dynamic stability analysis method, which considers the softening effect of rockfill materials and provides a new direction for the study of seismic performance of dams.”
    • Journal of Civil and Environmental Engineering   Pages: 1-11(2025)

    • DOI：10.11835/j.issn.2096-6717.2025.064    

      CLC： TV641.1

    • Received：28 February 2025，

      Online First：06 August 2025，

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  • PANG Rui,YAO Haoyu,XU Mingyang,et al.Optimized dynamic stability analysis of three-dimensional dam slope considering strain-softening of rockfill[J].Journal of Civil and Environmental Engineering, DOI：10.11835/j.issn.2096-6717.2025.064.

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