5) Add more cement in the mix. The former in-clude such products as natura l Use air-entrained concrete. Like the other methods, this involves adding more particles to the mix to absorb water. 4. ACI 302.1R-15, Provision 8.4.7,1 cautions against specifying a combination of air entrainment and a smooth Air-entraining agents can also reduce the surface tension of a fresh cement composition at low concentration, increase the workability of fresh concrete, and reduce segregation and bleeding. Bleeding can be reduced by the use of finer cement or cement with low alkali content. amount of air entraining agent, type and gradation of aggre g a t e , hard-ness of water, length and means of mixing, brand of cement, and con-c r ete tempera t u re ) . High air content will reduce unit weight but will also reduce strength and increase the potential for surface voids or defects. Rich mixes are less susceptible to bleeding than lean mixes. Due to air stickier is produce so it gives good less result of segregation and good attractive surface of the concrete. Add air entrainment to the mix. However, air entrainment is neither universally needed nor always useful. 6) Increase the amount of fine aggregate if sand is coarser (fineness modulus of 2.5 to 2.8 best suited) in mix and reduce aggregate proportionally. Method #5. Use or increase the amount of supplementary cementing materials such as fly ash, slag cement, or silica fume. 4) Using air entraining admixtures is very effective in reducing the bleeding. The main secondary purpose is to increase the workability of concrete at its plastic stage. Air entrainment also increases the pump-ability of the concrete to a great extent. Method #7. Better place-ability of air entrained concrete results in more homogeneous concrete with least segregation, bleeding and honeycombing. Air entraining admixtures can also reduce bleeding by increasing cohesion in the fresh concrete and slowing segregation. The benefits of SCMs also include increased workability, greater strength over time, and lower cost to supplement cement. The main reason for using air-entrained concrete is for the increased resistance of concrete against the alternating freezing and thawing cycles of water, which can occur during those periods when the surrounding temperature drops below 0 ° C. The air entrained concrete is more plastic and can be handled more easily than ordinary concrete. Air can be entrained in concre t e by either of two methods: the use of air entraining agents or of air en-t r aining cements. Air entrainment — how it happens, how to avoid it. Use air entraining admixtures Generally, water reducers will decrease bleeding but they may actually end up increasing this rate based on their chemical composition. Benefits of Air-Entrained Concrete. workability, and reduced bleeding. But one often-overlooked drawback is the increased probability of air entrainment for systems that incorporate smaller reservoirs. In this case, the particles are air bubbles. The bleeding is not completely harmful if the rate of evaporation of water from the surface is equal to the rate of bleeding. The main primary purpose of the air entrainment in the concrete is to increase the durability of the hardened concrete where the climates are subject to freeze and thaw. Air-entraining agent is very effective in reducing the bleeding. Method #6. The benefits of smaller machinery are obvious: economy of materials, less energy consumption, less square-footage required. - Air-entranment is encouraged for use even when there are no freezing and thawing concerns - Increased workability with constant w/cm ratio - Reduced potential of segregation and excessive bleeding Entrainment of air into the mix to increase workability and decrease in water demand. 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