Rock strength is a basic parameter for rock engineering design.
岩石强度是岩体工程设计的基本依据.
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Confining pressure increase rock strength , decrease damages rate of rock creep.
在热力学框架内推导了岩石材料的蠕变损伤本构关系.
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The activity of AE and the plasticity becomes more obvious with decreased rock strength.
强度越低,岩石的声发射活性越大,越容易产生声发射,破坏时塑性越明显.
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The results show that the unified strength theory can deliberate many aspects of the rock strength.
研究表明,统一强度理论能较全面地反映岩石的各种强度特征.
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