Issue 52

H. Latifi et alii, Frattura ed Integrità Strutturale, 52 (2020) 211-229; DOI: 10.3221/IGF-ESIS.52.17

Figure 5: Aggregate surface area in contact with water (%) versus number of cycles. (Limestone).

Figure 6: Aggregate surface area in contact with water (%) versus number of cycles. (Granite).

Figure 7: Aggregate surface area in contact with water (%) versus number of cycles. (RAP).

Mechanical moisture Susceptibility Tests In this study each sample was made in two groups of unconditioned and wet conditioned. Moisture susceptibility of asphalt mixtures could be measured by SFE method [19], like indirect tensile strength (ITS) and dynamic modulus (DM)

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