Calculation Model and Numerical Validation of Horizontal Capacity of Micropiles with Different Section Forms

Table 4

Capacity for types B and C.

The interface morphology	Type	Pile diameter D (mm)	Tube outer diameter h (mm)	Bar diameter d (mm)	Ultimate flexural capacity Mu (kN.m)
	100-B	100	45	—	5.21
			57	—	6.61
			60	—	7.03
	200-B	200	140	—	69.22
			159	—	84.02
			168	—	91.90
	200-C	200	140	25	64.15
			159	32	79.42
			168	36	88.41
	300-C	300	235	40	238.63
			245	45	246.50
			273	50	295.88