Fatigue Characteristics of Limestone under Triaxial Compression with Cyclic Loading

Table 3

Strain at the sample failure point in the cyclic loading tests.

Sample number	Strains at failure point
	Axial	Circumferential	Volumetric
SA. 6	0.012548644	−0.007743632	–0.00293862
SA. 7	0.013142596	–0.006726573	–0.000310550
SA. 8	0.011629031	–0.007080188	–0.002531345
SA. 9	0.012415280	–0.007861088	–0.003306896