The numerical simulation and test results are in good agreement, which provide a new way for reasonable determination of the strength parameters of complex jointed rock mass in practical engineering.
数值模拟结果与试验测试数据较吻合，为实际工程中复杂节理岩体强度参数的合理确定提供了一条新的途径。
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。
The rock mass parameters have the implication of the matched strength indices of rock mass.
在岩体参数中已隐含着配套的岩体强度参数。
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