Concrete Constituent and Mix Design Essay Example | Topics and Well Written Essays - 1500 words

Concrete office and Mix Design - Essay ExampleNatural heavyweight integralitys allow in materials such as goethite, limonite, barite, illmenite, magnetite, and hematite, with unique(predicate) gravities (SGs) ranging from about 3.5 up to about 5.3, leading to concretes with social unit weights up to about 4100 kg/m3 . For higher unit weight concretes, synthetic materials such as Ferro phosphorous (SG 5.8 to 6.8) or scrap iron and steel punching (SG 7.8) backside be used, with resulting concrete unit weights of up to 6100 kg/m3. High-density aggregates atomic number 18 good attenuators of gamma rays and of fast neutrons, because their use in radiation shielding. Although heavyweight concretes mickle be proportioned in much the same carriage as ordinary concretes, the aggregates tend to be harsh and have a tendency to segregate from the comfort of the mix. As a result, both higher than usual cement contents and a higher proportionality of fine to coarse aggregates be recom mended. Normal Weight Aggregates Aggregates deliver up about 75% of the mountain of concrete, so their properties have a large in?uence on the properties of the concrete (Alexander and Mindess, 2005). Aggregates are granular materials, near commonly natural gravels and sands or crushed stone. The role of the aggregate is to provide much interrupt dimensional stability and wear resistance without aggregates, large castings of neat cement paste would essentially destruct upon drying. Also, because they are less expensive than Portland cement, aggregates lead to the production of more economical concretes. These aggregates are used to make ordinary concrete having unit weight of 2300 kg/m3. In general, aggregates are much stronger than the cement paste, so their exact mechanical properties are not considered to be of much importance (except for very high-strength concretes). Similarly, they are withal assumed to be completely inert in a cement matrix, although this is not always true, as will be seen in the discussion on the alkaliaggregate reaction. take down Weight Aggregates Light weight aggregates, which john be either natural or synthetic materials, are characterized by a high internal porosity. Ordinary concrete has a unit weight of about 2300 kg/m3, exactly lightweight concretes with unit weights as low as 120 kg/m3 can be produced, although they are accompanied by a significant decrease in concrete strength. Natural lightweight aggregates include pumice, scoria, and tuff however, most light- weight aggregates are synthetically produced. The most common such lightweight aggregates are made from expanded clay, shale, or slate. The raw material is either crushed to the desired size or ground or then pelletized it is then heated to 1000 to 1200C. At these temperatures, the material bloats (or puffs up) due to the speedy generation of gas produced by the combustion of the small amounts of organic material that these particles generally contain. (The p rocess is analogous to that of popping popcorn.) Other materials, such as volcanic glass (perlite), calcium silicate glasses (slag), or vermiculite, can similarly be bloated. Lightweight aggregates tend to be angular and irregular in shape and can be quite variable. b) Select one physical property and one mechanical property of aggregate and describe in detail the role and influence of these properties on the overall performance of the concrete. Particle scoring The particle-size distribution in a sample of aggregate, referred to as the grading, is