Influence of Freeze-Thaw Cycles on Acoustic Emission Characteristics of Granite Samples under Triaxial Compression

Figure 6

Relationship between load and time and peak AE frequency of each group of granite samples under triaxial compression. (a) 0 freeze-thaw cycles, (b) 10 freeze-thaw cycles, (c) 30 freeze-thaw cycles, (d) 60 freeze-thaw cycles, and (e) 90 freeze-thaw cycles.

(a)

(b)

(c)

(d)

(e)