Influence of Gradation on Resilient Modulus of High Plasticity Soil-Gravel Mixture

Table 3

Loading sequence for dynamic triaxial tests.

Loading sequence	Confining pressure (kPa)	Cyclic stress (kPa)	Vertical stress (kPa)	Cycle number
Preloading	30	55	85	1000
1	60	30	90	100
2	45	30	75	100
3	30	30	60	100
4	15	30	45	100
5	60	55	115	100
6	45	55	100	100
7	30	55	85	100
8	15	55	70	100
9	60	75	135	100
10	45	75	120	100
11	30	75	105	100
12	15	75	90	100
13	60	105	165	100
14	45	105	150	100
15	30	105	135	100
16	15	105	120	100