• 总抗滑储备密度 - 引用次数：2

  The research method for exploring dangerous slide path and stability of rock slope without obvious slip surface was studied. The example shows that applying safety coefficients and density of total skid-resisting reserve in assessing rock slope stability is feasible.

  进行不同滑移路径安全系数、总抗滑储备、总抗滑储备密度的对比研究,探索无明显滑面岩质边坡的危险滑移路径及其稳定性研究方法,并通过算例阐明:安全系数和总抗滑储备密度用于岩质边坡稳定性评价是可行的。

  参考来源 - 无明显滑面岩质边坡稳定性研究

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