Classification and Fractal Characteristics of Limestone Fragments Obtained in Conventional Compression and Cyclic Loading Tests under Uniaxial and Triaxial Conditions

Table 6

Equivalent length interval and quantity under the uniaxial stress state.

Equivalent length interval (mm)	Number
	Conventional compression test	Cyclic loading test (0.25 Hz)	Cyclic loading test (0.25 Hz)
35～65	3	3	3
20～35	1	6	1
10～20	10	19	7
4.75～10	11	36	21