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    王鸿渠. 岩质边坡稳定性分析及力学验算方法[J]. 北京工业大学学报, 1981, 7(4): 21-32.
    引用本文: 王鸿渠. 岩质边坡稳定性分析及力学验算方法[J]. 北京工业大学学报, 1981, 7(4): 21-32.
    shu
    Wang Hong-qu. Analysis of Stability of Rocky Slope and its Method of Mechanics Examination[J]. Journal of Beijing University of Technology, 1981, 7(4): 21-32.
    Citation: Wang Hong-qu. Analysis of Stability of Rocky Slope and its Method of Mechanics Examination[J]. Journal of Beijing University of Technology, 1981, 7(4): 21-32.
    shu

    岩质边坡稳定性分析及力学验算方法

    Analysis of Stability of Rocky Slope and its Method of Mechanics Examination

      摘要
    • 摘要: 本文建立了岩质边坡稳定性分析和力学验算方法,并推导出在最危险软弱面上临界安全系数的计算公式,可供岩质边坡稳定性设计应用。

       

      Abstract: This Paper has esfablished the analysis 6T the Stability of rocky slop and the mechanics means of examination, and derived the formula for cal culateng the critical safety coefficient on the most weak danger surface The formula can be applied in the design of srability of rocky slope.

       

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