Comparative performance

	Φ en mm	Ep en mm	A0 en mm²	fcu0–fcp en MPa	N0 en t
Regular	350	40	38936	30	79
Betonweb	350	40	38936	150	389

We compare 2 pile tubes of φ 350 mm width 40 mm:
The first one is made of regular concrete fc2830 Mpa,
The second one is made of UHPFRC 150 MPa,
N0 i is the axial load theoretical capacity (fcu-fcp) x A / ϒuhpfrc for the UHPFRC pile tube and A0 x fcp=30 MPa for the regular concrete pile.