Experimental Study of the Failure Mechanism of the Anchorage Interface under Different Surrounding Rock Strengths and Ambient Temperatures

Figure 11

Shear stress distribution diagrams under different loads. (a) C20-50°C specimen. (b) C40-50°C specimen. (c) C60-50°C specimen. (d) St-50°C specimen. (e) C40-20°C specimen. (f) C40-70°C specimen.

(a)

(b)

(c)

(d)

(e)

(f)