Experimental Study on the Deformation and Strength Characteristics of Saturated Clay under Cyclic Loading

Table 2

Cyclic triaxial test scheme for saturated clay.

Test types	Consolidation ratio Kc	Confining pressure σc (kPa)	Vibration frequency f (Hz)	Cyclic stress ratio r
Isotropic consolidation	1	50	1	0.165
		100	2	0.25
		150	4	0.335
Anisotropic consolidation	1.25; 1.5	50	4	0.165
		100		0.25
		150		0.335