Table 2 Mixture proportion and compressive strength of the UHPC used to prepare the permanent formworks
From: Performances of Concrete Columns with Modular UHPC Permanent Formworks Under Axial Load
| Â | W/B ratio | Mixture proportion (kg/m3) | Compressive strength (MPa) | ||
|---|---|---|---|---|---|
UHPC dry mix | Water | Water reducer | |||
UHPC | 0.16 | 2100 | 120.8 | 78.8 | 125 |