Fig. 3From: Influence of Aeolian Sand on Capillary Water Absorption of Concrete Under Freeze–Thaw ConditionsCurves of cumulative water content per unit area with square root of time a ASC0 (0–7 d), b ASC0 (0–6 h), c ASC30 (0–7 d), d ASC30 (0–6 h), e ASC50 (0–7 d), f ASC50 (0–6 h), g ASC100 (0–7 d), h ASC100 (0–6 h)Back to article page