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

Table 1

Basic properties of the sand and fines used in the test.

Type		(g/cm^3)	(g/cm^3)	emax	emin	Cu	Cc
Fujian sand	2.64	1.888	1.616	0.634	0.398	5.368	0.523
Stone powder	2.65	1.626	1.215	1.181	0.630	—	—

Note. means specific gravity; C_u means coefficients of uniformity; C_c means coefficients of curvature; e_max and e_min mean maximum and minimum global void ratio, respectively. and mean maximum and minimum dry density, respectively.