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About

When fresh concrete is poured into vertical formwork, it acts as a fluid, exerting lateral pressure against the walls. If this pressure exceeds the design capacity of the forms, it can lead to catastrophic "blowouts", endangering workers and causing significant project delays. This calculator uses the standard ACI 347R formulas to determine the maximum lateral pressure (Pmax) based on pour rate, concrete temperature, and height.

Pressure is significantly influenced by the setting time of the concrete. Cold weather slows down the chemical hydration process, keeping the concrete fluid for longer and increasing the pressure load on the forms. Conversely, rapid pouring rates (feet per hour) generate higher pressures before the lower layers have a chance to stiffen.

construction engineering formwork concrete pressure structural safety ACI standards

Formulas

For walls with a pour rate R < 7 ft/hr, the ACI 347R formula is:

Pmax=CwCc[
150 + 9000RT
]

For R between 7 and 10 ft/hr:

Pmax=CwCc[
150 + 43400T + 2800RT
]

Subject to the constraint: 600 CwPmaxwh.

Reference Data

VariableSymbolTypical UnitDescription
PressurePpsf (lb/ft²)Lateral force per area
Unit Weightw150 pcfDensity of standard concrete
Pour RateRft/hrVertical rise speed
TemperatureT°FTemp of concrete mix
Chemistry CoeffCc1.0 - 1.2Retarders increase value
Weight CoeffCw1.01.0 for roughly 145-155 pcf

Frequently Asked Questions

Yes. Internal vibration liquefies the concrete, momentarily restoring full hydrostatic pressure. The ACI formulas assume normal internal vibration. External vibration requires special formwork design as it can increase loads significantly.
Lower temperatures (e.g., 50°F vs 80°F) significantly increase pressure because the concrete takes longer to "set" and support its own weight. Always measure the mix temperature at placement.
Retarding admixtures or high percentages of fly ash/slag delay setting. You must adjust the Chemistry Coefficient (Cc) to 1.2 or higher, which increases the calculated pressure.