Effects of Density and Moisture Variation on Dynamic Deformation Properties of Compacted Lateritic Soil

Table 2

Parameters for and PPS test.

Compaction degree,	Moisture content,	Confining pressure, (kPa)	Static deviator stress, (kPa)	Dynamic deviator load (N)
				Multistage loading sequence for	Single-stage loading sequence for PPS
90%; 93%; 96%	12%, 15%, 18%, 21%, 24%, 27%	60	30	15, 30, 45, 60, 75, 90, 105, 120, 135, 150	90, 120, 150, 180