In this study, four samples of recycled aggregates from the construction and demolition waste of Mexico City were characterized in order to find innovative uses for these types of materials. Gravel and sand from a recycling plant were analyzed, as well as aggregates produced in the laboratory from demolished concrete collected from landfills. The characterization was carried out by means of XRD (X-ray Diffraction), chemical microanalysis (EDS), X-ray fluorescence (XRF), pH measurement, and sieve analysis. The minerals present in the analyzed materials were feldspars, cristobalite and pyroxene, which corresponded to the natural aggregates, as well as variable amounts of calcite, a product of the carbonation of the cement paste adhered to the...
This study analysed the fine particle (<5 mm) waste generated during siliceous or calcareous (depend...
This study investigates the possible effects of incorporating different industry wastes during manuf...
In this study, it is demonstrated how the traditional engineering characterisation procedures, for a...
In this study, four samples of recycled aggregates from the construction and demolition waste of Mex...
This study presents a methodology for the characterization of construction and demolition (C&D) wast...
Construction and demolition waste form a significant problem in terms of environmental pollution and...
Construction and Demolition Waste (CDW) represents. about 50% of the total Brazilian municipal solid...
Construction and Demolition Waste (CDW) represents. about 50% of the total Brazilian municipal solid...
Construction and demolition waste disposal is a major challenge in developing nations due to its eve...
Construction and demolition waste (CDW) represents around 31% of all waste produced in the European ...
Construction industry in Greece consumes annually more than 25 million tons of natural aggregates or...
This work is focused on the study of valuation of recycled concrete aggregates, by measuring certain...
The urbanization movement in developing countries including China has resulted in tremendous constru...
This paper assesses the physical, chemical and mineralogical characteristics of fine recycled aggreg...
This study aimed to analyze environmental, chemical and mineralogical parameters of Recycled Aggrega...
This study analysed the fine particle (<5 mm) waste generated during siliceous or calcareous (depend...
This study investigates the possible effects of incorporating different industry wastes during manuf...
In this study, it is demonstrated how the traditional engineering characterisation procedures, for a...
In this study, four samples of recycled aggregates from the construction and demolition waste of Mex...
This study presents a methodology for the characterization of construction and demolition (C&D) wast...
Construction and demolition waste form a significant problem in terms of environmental pollution and...
Construction and Demolition Waste (CDW) represents. about 50% of the total Brazilian municipal solid...
Construction and Demolition Waste (CDW) represents. about 50% of the total Brazilian municipal solid...
Construction and demolition waste disposal is a major challenge in developing nations due to its eve...
Construction and demolition waste (CDW) represents around 31% of all waste produced in the European ...
Construction industry in Greece consumes annually more than 25 million tons of natural aggregates or...
This work is focused on the study of valuation of recycled concrete aggregates, by measuring certain...
The urbanization movement in developing countries including China has resulted in tremendous constru...
This paper assesses the physical, chemical and mineralogical characteristics of fine recycled aggreg...
This study aimed to analyze environmental, chemical and mineralogical parameters of Recycled Aggrega...
This study analysed the fine particle (<5 mm) waste generated during siliceous or calcareous (depend...
This study investigates the possible effects of incorporating different industry wastes during manuf...
In this study, it is demonstrated how the traditional engineering characterisation procedures, for a...