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ACI 301, Specifications for Structural Concrete,1 attempts to provide simple and measurable guidance in the notes to the specifier section at the back of the document, by stating that placements that are 4-ft thick and greater should be considered mass concrete.
The mix ratio determines the concretes strength, workability, and durability. For example, a common mix ratio is 1:2:3, which means one part cement, two parts sand, and three parts aggregate. Understanding these ratios is crucial for producing concrete that meets the specific needs of your project.
General Concrete Mixing Ratio The ideal concrete mixing ratio for any concrete is 4:2:1, where 4 parts are crushed stones, 2 parts are sand, and 1 part is cement. Note: The ratios differ ing to the applications.
It can withstand all weather conditions and will not deteriorate. It is resistant to moisture ingress and is solid in high winds due to its mass and density, making you feel really secure in the house.
Mass concrete is any large volume of concrete with dimensions large enough to require measures to be taken to cope with the generation of heat from the hydration of cement and volume change to minimize ing. When a concrete structure is relatively thick, excessive heat from cement hydration occurs.

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Placement of Concrete Basically, concrete should be placed by a vertical drop, however, the material should not be allowed to free fall for long distances. Concrete should be allowed to flow slowly into the forms at a vertical angle.
For foundations and mass concrete work, the preferred concrete mix ratio is 1:4:8 while normal construction work can work with rations 1:1.5:3 and 1:2:4. Construction work that requires a high strength concrete subsequently requires higher grade concrete with ratio 1:1:2.
Prior to placing the concrete, soak the compacted base with water to minimise moisture loss. Start by placing the concrete against one edge of the formwork and add further batches working away from the edge, spreading with a shovel to ensure that all of the edges and corners of the formwork are completely filled.
However, mass concreting also has some drawbacks. It requires specialized equipment and expertise, and it can take more work to control the quality of the finished product. Additionally, mass concreting generates large amounts of heat during the curing process, which can cause problems if not properly managed.
IS 457: 1957 is an Indian Standard code for practice for the general construction of plain and reinforced concrete for dams and other massive structures.

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