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Table 7 Comparison between estimate of \(\beta\) given by Caquot law and the by the fit to the experimental results

From: Dam and wet-screened concrete creep in compression: in situ experimental results and creep strains prediction using model B3 and composite models

Composite \(d_\mathrm{min}\) \(d_\mathrm{max}\) \(V_{a,\mathrm{max}}\) \(\beta _\mathrm{Caquot}=V_a/V_{a,\mathrm{max}}\) \(\beta _\mathrm{fit}\)
model (mm) (mm)    
#76-Dam 76 150 0.59 0.27 0.5
#38-Dam 38 150 0.64 0.44 0.6
#38-#76 38 76 0.59 0.27 0.3