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基于工程岩体受工程环境影响这一事实,本文提出了岩体工程变参数流变计算法,并以传统流变学中的马克斯维尔模型为例介绍了变参数流变计算法的基本原理。该计算法对预报岩体工程稳定性具有一定的实际意义。
Based on the fact that the engineering rock mass is affected by the engineering environment, this paper proposes a variable parameter rheological calculation method for rock mass engineering. The basic principle of variable parameter rheological calculation method is introduced by taking the Maxwell model in traditional rheology as an example. The calculation method has certain practical significance for predicting the stability of rock engineering.