Mechanical Characterization of Sustainable Mortars with Recycled Aggregates from Construction and Demolition Wastes: An Experimental Investigation

被引:0
作者
Soldati, Luca [1 ,2 ]
Bacciocchi, Michele [1 ]
Tarantino, Angelo Marcello [2 ]
机构
[1] Univ Republ San Marino, Dept Econ Sci Engn & Design, Dogana, San Marino
[2] Univ Modena & Reggio Emilia, Engn Dept Enzo Ferrari, I-41125 Modena, Italy
关键词
sustainability; construction materials; recycled aggregates; mortar; experiments; SHOT-EARTH; CONCRETE; SAND; STRENGTH;
D O I
10.3390/ma17225409
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
The use of recycled aggregates in the production of concrete and mortar represents a sustainable way to reintroduce these constituents-which are typically treated as waste and disposed of-in the production chain, providing new value to potentially polluting materials. The effect of recycled aggregates has been widely studied in the production of concrete due to the directions of National Standards in Italy; however, their role in the manufacturing of mortar must be investigated further due to the high variability that can be observed in the literature. In particular, the aim of this paper is the mechanical characterization of sustainable mortars defined by different mix designs and different binders, in which the aggregates are gradually replaced by a recycled sand obtained from the grinding of construction and demolition wastes, which could include old concrete, clay bricks, and minimal amounts of other kinds of residual materials. This investigation is carried out through experimentation, taking into account four different mortar compositions defined by an increasing percentage of recycled constituents. Virgin aggregates are also studied for the sake of comparison. The results, accomplished through a three-point bending test and an unconfined compression test, show that it is still possible to maintain acceptable mechanical properties by using these wastes as aggregates in spite of a decrease in the analyzed values. In general, the mean reductions with respect to the use of natural aggregates are about 30-40% and 35-55%, respectively, for compressive and flexural strengths. It should be highlighted that some experimental sets provide a maximum reduction of 70-80%, but the results are still within the limitations of the standards. This aspect can be considered to be a good compromise since the production of this sustainable construction material can represent a solution that is able to reduce the extreme exploitation of natural resources, the pressure on landfills, and the consumption of energy, which are related to the construction industry.
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页数:21
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