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

Figure 5

Fitting results of the curve of BF-CRM based on the modified GZH model: (a) A group; (b) B group; (c) C group; (d) D group; (e) E group.

(a)

(b)

(c)

(d)

(e)