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Block stability of fractured rock slope under seepage pressure and fracture water weakening
Civil Engineering | 更新时间：2024-07-02

    • Block stability of fractured rock slope under seepage pressure and fracture water weakening

    • “In the field of rock mass stability, experts have proposed an analysis method based on key block theory, which considers both seepage force and structural plane water weakening effect, providing a new solution for the study of block stability of fractured rock mass slopes.”
    • Journal of Civil and Environmental Engineering   Vol. 46, Issue 4, Pages: 50-59(2024)

    • DOI：10.11835/j.issn.2096-6717.2022.057    

      CLC： TU457

    • Received：14 February 2022，

      Published：25 August 2024

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  • WANG Huidong,DUAN Qinsheng,SONG Fengfeng,et al.Block stability of fractured rock slope under seepage pressure and fracture water weakening[J].Journal of Civil and Environmental Engineering,2024,46(04):50-59. DOI： 10.11835/j.issn.2096-6717.2022.057.

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