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Comparison with Scanlan's formula was also discussed.
However, Custer's formula was also a vestige of a waning era.
A theoretical formula was also established for the temperature dependence of the grain size.
The conversion formula was also modified by drilling the core sample on the field.
A modified formula was also proposed to calculate the thermal conductivity of RAC based on that of normal concrete.
An equivalent stiffness formula was also developed for sandwich wall under in-plane loading considering the shear deformations effect of the core.
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A corresponding design formula is also proposed.
A related coarea formula is also presented.
But this formula is also highly dependent upon those landmarks.
The advantages achievable from the proposed formula are also shown.
The proposed formula is also checked against five well-documented case studies.
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