Formulas with restriction index based on the unified theory, and used for predicting the ultimate bearing capacity of the short composite column, are proposed.
利用约束指标,得出基于统一理论的新型组合短柱的轴压承载力公式。
The formulas of truncated error and truncated index are given.
给出了截尾误差公式及截尾指数选择公式。
The formulas for obtaining strength and strain parameters of rock mass are described using modified index RMR of rock mass quality.
用修定的RMR岩体量化指数从给定公式中确定岩体强度和应变参数。
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