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如所周知,渗流弹性状态的理论原则是杰可波(C.E.Jacob)和谢尔卡契夫(В.нШелкачев)研究出来的。归根到底,渗流的弹性状态表现为,当渗流区轮廓上任何部分之边界条件变化时,这种变化向全渗流区的传播不是瞬时的,而是滞后的。同时,扰动的传播速度与液体的性质和组成岩层的岩石性质有关,即与液体的渗透系数、液体的弹性模量,以及土壤的孔隙率和压缩率有关。渗流的弹性状态现
As is known, the theoretical principle of seepage elasticity is studied by C.E. Jacob and 谢.卡. Шелкачев. In the final analysis, the elastic state of seepage shows that when the boundary conditions of any part of the contour of the seepage zone change, the propagation of this change to the full seepage zone is not instantaneous but lags behind. At the same time, the propagation speed of the disturbance is related to the properties of the liquid and the rock properties of the constituent rock formations, ie, the permeability coefficient of the liquid, the elastic modulus of the liquid, and the porosity and compression rate of the soil. The elastic state of seepage