Effect of Moisture Content on the Shear Behaviour of a Completely Decomposed Granite: An Experimental Study

Table 1

Material properties of the CDG soil.

Soil type	Particle size distribution (%)				Natural moisture content (%)	Liquid limit (%)	Plastic limit (%)	Plastic index	USCS
	Sand	Silt	Clay
CDG	48.6	45.4	6	2.57	8.23	30	19	11	CL