关于含区域裂隙岩体等效渗流阻模型的实验研究

he relationship of seepage and in situ stress is very important in the science research of water flow in fractured rock mass. In this page, we use elastic mechanics, electronics to bring a new conception of equivalent Flow-Resistance. an equivalent flowresistance seepage model is been established to solve permeability variation followed by the stress transformation. And we also use a series of seepage experiments to validate the model. Through further detail partition and consideration, this model can be used to study fracture seepage evolution law affected by in situ stress in such underground rock mass area which contain fracture system.