Experimental and Numerical Study on Mechanical Properties and Deformation Behavior of Beishan Granite considering Heterogeneity

Figure 13

Shear strain evolvement at different stress level in simulated triaxial compression test under confining pressure of 20 MPa.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)

(i)

(j)