Research Article
Experimental Study of the Mechanical Characteristics of a Rock-Like Material Containing a Preexisting Fissure under Loading and Unloading Triaxial Compression
Figure 5
Loading paths of the type I and II tests (after Yang et al. [33]). (a) Type I: conventional triaxial compression. (b) Type II: triaxial compression with prepeak circumferential unloading. Loading path of the type I test: oa ⟶ ab ⟶ bc. Loading path of the type II test: oa ⟶ ad ⟶ de ⟶ ef ⟶ fg. and denote the axial stress and confining pressure, respectively.
(a) |
(b) |