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将损伤力学理论应用于岩石力学，建立节理岩体的损伤力学模型，并采用粘弹－粘塑性理论和有限元法，编制了平面有限元计算通用程序对三峡船闸高边坡稳定性进行了模拟边坡开挖过程的损伤流变分析。
The damage mechanics theory is applied to rock mechanics and the damage mechanics model of jointed rock mass is established. The viscoelastic-viscoplasticity theory and finite element method are used to simulate the stability of the high slope of the Three Gorges Project Damage Analysis of Slope Excavation.