Ciria Report 108 Concrete Pressure On Formwork ~upd~

For typical structural concrete (slump 50–100 mm, without retarders), C1 ≈ 7.2 and C2 ≈ 18, giving:

Published in 1985, CIRIA Report 108 (R108) serves as a primary industry standard for calculating the lateral pressure of fresh concrete on formwork. The report provides an empirical formula to determine maximum pressure based on variables like concrete density, rate of rise, and temperature, which remains relevant for ensuring safe, cost-effective formwork design. For full details, visit CIRIA . Concrete pressure on formwork (R108) - CIRIA ciria report 108 concrete pressure on formwork

Back to Basics: Why CIRIA Report 108 Still Rules Concrete Pressure Design For typical structural concrete (slump 50–100 mm, without