Issue 49

L. Restuccia, Frattura ed Integrità Strutturale, 49 (2019) 676-689; DOI: 10.3221/IGF-ESIS.49.61 678 Figure 1 : CDW waste treatment plant, Cavit S.p.A., La Loggia- Turin. The determination of particle size distribution of SS and RSw has been realized through dry sieve, according to UNI EN 933-1 (Fig. 2). Figure 2 : Particle size distribution of Standard Sand (SS) and Recycled Washed Sand (RSw). The retained RSw residue at each sieve (0.08; 0.16; 0.50; 1.00 and 1.60 mm) has been analysed by means of X-Ray Diffraction (XRD). This kind of analysis, even if does not provide direct information on the sample chemical composition, allows defining and quantifying the crystalline phases present in the first 20  m of the sample surface. XRD patterns has been recorded with a Pan Analytical X’Pert Pro diffractometer, between 5° and 70° in 2θ, with a step width of 0.026° and 1 s data collection per step (CuKα radiation and graphite secondary monochrome). Moreover, a surface morphology study by FESEM Zeiss Supra-40 (Field Emission Scanning Electron Microscopy) has been carried out to identify the microstructure and the particle size of RSw grains. Mortars with standard sand have been prepared as references and, according to the previous studies [24], experimental recycled mortars have been casted by using recycled washed sand (RSw), as washing process helps to eliminate the finer particles that affect workability and water absorption. 0 5 10 15 20 25 30 35 0 1 2 3 4 5 6 7 8 Retained [%] Sieve size [mm] Standard Sand SS Recycled Sand RSw