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In the study was compared the behaviour of two recycled materials with two reference natural materials, a basalt and a limestone.
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This was repeated a second time for a total of three recycled batch processes with the same biocatalysts.
Rheological behaviour of three grades of Self-Compacting Concrete (SCC) containing selected volumetric replacement levels of coarse recycled concrete aggregates (SCRCA) is reported.
In particular, the permanent deformation behaviour of a recycled C&D mixture under repeated triaxial loading was investigated and compared with that of two natural granular mixtures selected as reference materials.
This paper reports on the experimental assessment of the punching shear behaviour of reinforced recycled concrete slabs characterized by fine natural aggregates and coarse recycled aggregates.
After having sorted and selected the recycled aggregates, their characterization will bear on the comparison of the physical and mechanical behaviour of the recycled aggregates and natural materials (sand and gravel).
The first stage determined, using beams specimens, the shear behaviour of recycled concrete with which 50% of the coarse aggregate was replaced by recycled coarse aggregate (obtained from concrete demolition waste).
This paper is the outcome of the second stage of studies carried out on the structural behaviour of recycled concrete.
The effect of injection moulding induced morphology on the fracture behaviour of virgin and recycled polypropylene (PP) has been studied.
This research focuses on studying the fresh state behaviour of self-compacting recycled concrete (SCRC) using rheology as a fundamental tool.
The mechanical and rheological behaviour of recycled PP/hemp composite was first studied by using tensile, dynamical mechanic analysis and rheological measurements.
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