The Effect of the Nonplastic Fines on the Cyclic Resistance of the Saturated Sand-Fines Mixtures

Table 2

Detailed undrained cyclic triaxial test conditions.

Mixture	Sand	Fines	FC (%)	Dr (%)	e	(kPa)	f (Hz)
FS	Fujian sand	Stone powder	0/10/20/30/40/50	50	—	100	0.1
FS	Fujian sand	Stone powder	10/20/30/40/50	—	0.474	100	0.1
FS	Fujian sand	Stone powder	20	40/50/60	—	100	0.1