Study on Creep Characteristics of Expansive Soil in High-Fill Channel of South-to-North Water Transfer Project

Table 5

Creep test schemes with different preloads.

Moisture content (%)	Dry density (g/cm^3)	Preload (kPa)	Loading path (kPa)
18	1.61	200	50
			50-100
			50-100-200
			50-100-200-400
			50-100-200-400-800
18	1.61	400	50
			50-100
			50-100-200
			50-100-200-400
			50-100-200-400-800