Behavior of Nonplastic Silty Soils under Cyclic Loading
Figure 5
The excess pore water pressure-number of cycles relationship and the axial strain-number of cycles relationship for different grain size distributions (a) 54% fine 4% clay. (b) 51% fine 6% clay. (c) 71% fine 9% clay. (d) 67% fine 10% clay. (e) 73% fine 12% clay.
