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 viscoelastic damper was described by the Kelvin model and its action to the platform was regarded as the feedback of displacement and velocity of the response.
粘弹性阻尼器采用开尔文模型，将其对结构的作用看作是位移和速度的反馈控制。
Generalized Kelvin model and Bingham model are proposed to simulate the viscoelastic and viscoplastic behaviour of soil respectively.
用广义开尔文模型和宾汉姆模型来分别模拟土的粘弹和粘塑性状。
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