Mechanical Properties and Numerical Analyses of Basalt Fiber Crumb Rubber Mortars in Soft Rock Roadways

Figure 3

Experimental stress-strain curves of BF-CRM under uniaxial compression: (a) A group; (b) B group; (c) C group; (d) D group; (e) E group.

(a)

(b)

(c)

(d)

(e)