Modelling of Permeation Grouting considering Grout Self-Gravity Effect: Theoretical and Experimental Study

Table 2

Physical and mechanical parameters of the used sand.

Gs (g/cm^3)	n	ω (%)	Ke (cm/s)	φ (°)	c (kPa)	Cu	Cc
2.65	0.4	4	0.0344	34.9	4	2.74	1.29

Note. G_s is the specific gravity, n is porosity, ω is water content, φ is internal friction angle, c is cohesion, C_u is nonuniformity coefficient, and C_c is curvature coefficient.