Research Article
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 |