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

Table 8

Equivalent length interval and mass of limestone fragments 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	412.58	285.51	397.95
20～35	19.35	103.08	9.98
10～20	30.62	63.73	23.89
4.75～10	6.17	11.598	6.479
2～4.75	2.91	5.292	3.191
1.18～2	0.45	0.96	0.45
0.6～1.18	0.27	0.91	0.37
<0.6	0.47	1.95	0.87