Figure 17.
Crack initiation and propagation of rock samples with a prefabricated flaw under uniaxial compression and different flaw water pressures. (a,c,e) Numerical results. (b,d,f) Experimental result, reprinted from Ref. [52].
Crack initiation and propagation of rock samples with a prefabricated flaw under uniaxial compression and different flaw water pressures. (a,c,e) Numerical results. (b,d,f) Experimental result, reprinted from Ref. [52].