Bearing Characteristics of Composite Pile Group Foundations with Long and Short Piles under Lateral Loading in Loess Areas

Table 2

Model parameters employed in finite element analysis.

	(MPa)		(kPa)	(°)	(kN/m^3)
Pile	30,000	0.2	-	-	2,600
Soil layer	70	0.34	35	24	1,700