The action of the support in preserving stability of surrounding rock masses is analyzed and its effect is proved being remarkable with using Kelvin-Voigt model and viscoelastic theory.
最后应用粘弹性理论，分析了锚注支护对具有流变特性围岩在维护其稳定性方面的作用。计算结果表明，锚注支护对维护破碎围岩的稳定具有显著效果。
The action of the support in preserving stability of surrounding rock masses is analyzed and its effect is proved being remarkable with using Kelvin-Voigt model and viscoelastic theory.
最后应用粘弹性理论，分析了锚注支护对具有流变特性围岩在维护其稳定性方面的作用。计算结果表明，锚注支护对维护破碎围岩的稳定具有显著效果。
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