讨论了复杂岩体工程中渗流场与损伤场的相互作用问题，建立了渗流损伤耦合作用数学模型，并运用数值方法，对三峡船闸高边坡节理岩体中渗流场与损伤场的相互作用机理及其对工程岩体稳定性的影响进行了分析研究。 The interaction between seepage field and damage field in complex rock mass project is discussed. The mathematical model of seepage damage coupling action is established and the interaction between the seepage field and damage field in the jointed rock mass of the Three Gorges Project And its impact on the stability of engineering rock mass are analyzed and studied.