No abstract

This paper concerns understanding the influence of drying induced microcracking on water absorption by capillary suction. Paste, mortar and concrete samples with different binder type, w/b ratio, thickness, aggregate size, and curing age were tested. Samples were subjected to gentle stepwise drying at 21°C / 93% → 55% RH, or drying at 21°C / 55% RH, 21°C / 0% RH, 50°C or 105°C to induce microcracks less than 100 m wide. Results show that the presence of microcracks causes cumulative water absorption to scale non-linearly with √ . The observed relationship is approximately sigmoidal / S-shaped, with the position of inflection point related to microcracking and the degree of non-linearity increasing with drying severity. A simple fluorescence imaging method was developed to enable continuous monitoring of the advancing wetting front and to study the effect of microcracks. Quantitative image analysis of water penetration produced results consistent with gravimetric measurements.