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The present study was conducted using two different types of aggregate soils.
Based on Energy ratio (ER), asphalt binder with basaltic aggregate was found to have better moisture damage resistivity among different types of aggregate selected in this study.
Eight two-way slab specimens using two different types of aggregate "natural and recycled" and two aggregate nominal sizes (12.5 and 25 mm) were cast and tested to failure.
Two different types of aggregate gradations (coarse and fine), three different types of fillers (stone dust, cement and sand) and two different grades of bitumen (60/70 and 80/100 penetration grade) have been used to make asphalt mix samples.
Collectively, this research provide some petrography evidence that in normal strength concrete with a water/cement (w/c) ratio of 0.5, the inclusion of different types of aggregate significantly affected the heterogeneity of the ITZ microstructure.
The bituminous mixtures were made with two different types of aggregate, four percentages of hydroxide and calcium carbonate as filler, and two bitumens with 60/70 and BM-3c of penetration in amounts of 4.8% and 5.2% respectively of the mix.
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The observed changes in the luminescence band profile for aged QD (Fig. 1) can be explained by QD aggregation, as well, its asymmetry being associated with existence of different types of aggregates.
Surfactant molecules produce different types of aggregates upon solubilization in water above a critical concentration.
Four different types of aggregates (Basalt, Limestone, Sandstone and Granite) were chosen for the study.
In the present work five different types of aggregates were used, each with a variety of chosen grading.
More than 200 results for different types of aggregates and concrete compositions were analyzed and high correlation coefficients were obtained.
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