Effect of Pile-Soil Relative Stiffness on Deformation Characteristics of the Laterally Loaded Pile

Table 2

Physical parameters of Fujian sand.

Particle size range (mm)	Proportion ds -	Minimum dry density ρdmin (g/cm^3)	Maximum dry density ρdmax (g/cm^3)	Minimum void ratio emin -	Maximum void ratio emax -
0–1	2.64	1.43	1.88	0.40	0.85
1–2	2.64	1.43	1.75	0.50	0.85