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叙述了岩石的压缩蠕变试验及方法；将蠕变强度和瞬时强度作了比较；拟合出了蠕变曲线经验公式；得到了蠕变理论模型及其参数；经综合分析和类比确定了蠕变参数。利用开发出的岩质边坡稳定性流变分析微机软件，对三峡船闸边坡进行了模拟边坡开挖过程的粘弹性有限元分析，并计算了船闸运行期边坡岩体的长期变形。
The compressive creep test and method of rock are described; the creep strength and instantaneous strength are compared; the empirical formula of creep curve is fitted; the creep theory model and its parameters are obtained; the creep is determined through comprehensive analysis and analogy. Variable parameters. Based on the developed software for rock slope stability rheological analysis, the viscoelastic finite element analysis of the slope of the Three Gorges ship lock slope was simulated, and the long-term deformation of the slope rock mass during ship lock operation was calculated.