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Granular materials are generally used in unbound layers of road pavement structures.
The possibility of slag utilisation as an aggregate in all layers of road pavement; unbound layers and wearing courses (asphalt and pervious concrete) was investigated as well and achieved good results.
It can thus be concluded that the recovered MSWI BA is durable to be used as a replacement of natural aggregates especially in the lower structural layers of road and field structures, whereas if used in the base layers, an additional base layer of natural aggregate or a thicker asphalt pavement is recommended.
This paper presents and discusses the results arising from a pre-normative study aimed at determining the physical, chemical and mineralogical characteristics of mixed recycled aggregates produced from the treatment of mixed rubble for use in unbound structural layers of road.
Although previous studies attested to the feasibility of using recycled aggregates from unseparated construction and demolition waste (UCDW aggregates) in unbound layers of road pavements, the degradation caused by compaction and freezing action under simulative conditions has not been investigated yet.
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In addition, the CoURAgE project (a European-wide research collaboration, centred at Nottingham) has investigated possibilities for optimising the use of aggregate materials in the unbound layers of roads.
Water infiltration into asphalt mixtures is one the serious distresses which lowers the performance of the top layer of road pavements.
The main objective of the present investigation is to assess the usefulness of agricultural and industrial waste as a soil admixture, and focused to improve the engineering properties of soil to make it capable of lower layer of road construction.
We represent explicitly, for example, a layer of roads, lights, parking, means of transport, etc.
Borrowing from the field of petrology, we explored a method originally developed to describe the shape of aggregates, material used to form the base coarse layer of roads [25].
The total production for the modeling process is divided into 4 groups depending on the layer (type) of road construction in which the subject mixtures are incorporated: Base, Surf, Bin and SMA.
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