Seepage Behaviour of Fractured Rock Mass Infilling Using Different Transfixion Rates under Cyclic Loading

Figure 10

Permeability differences of samples under different confining pressures.

(a) Loading for first cycle

(b) Unloading for first cycle

(c) Loading for second cycle

(d) Unloading for second cycle

(e) Loading for third cycle

(f) Unloading for third cycle