Methodology Mixture of Water - Cement and Fine Aggregates

Question: Discuss about theMethodology for Mixture of Water, Cement and Fine Aggregates. Answer: Introduction The concrete represent the mixture of water, cement, fine aggregates and coarse aggregate. This will eventually helps in building the efficient building structure. The natural aggregate of control concrete replaced with recycled aggregate. The three cube casting on the mould that has dimension of 150*150*150 mm for every concrete mix with a half replacement with coarse arrangement of 0.55 w/c casting. After a day, the specimen would experience de-moudling and water curing continuation till testing after several day intervals for the purpose of workability tests and compressive strength. Now the test is done on compression testing machine with the use of cube samples. The 3 samples per batch tested through the average strength value. From the several test applying on concrete, the foremost important that gives an idea regarding the characteristics of concrete. With the single test, the individual can determine whether the concerting is done effectively or not. In order to calculate the compressive strength there are several factor that has to be considered:- Water Cement Ratio Strength of Cement Concrete material Quality Quality Control Control Production These specimen testing are compression testing machine after the 28 days. The load should be applying gradually with rate of 140 kg/cm2 per minute till specimens fails. The load at the failure dividing by area of specimens enforces the compressive strength of concrete. Now consider the flexure strength which is measure of tensile strength of concrete. The measurement of performance is with 500*100*100 mm concrete plan with span length thrice. The load gradually increases with the rate of 0.2 kN/s till the failure process when dial gauges determine the deflection. This test gives the actual flexural tensile cracking strength of a plain concrete specimen. After receiving the output, apply the equation below the definite cracking strength of a specific mixture of concrete. It was performed on 6 prisms on natural aggregate concrete and consisting 18 prisms on recycled concrete again week and twenty eight day of prevention. Now there would be sieve analysis that reveals the size makeup of aggregate particles initiating from maximum to minimum (20mm, 14mm, 8mm, and 5mm). The graduation curve will show the distribution between the largest and smallest creating on the test, In Portland cement concrete (PCC), , gradation powers the shrinkage and shrinkage cracking, pump ability, permeability and various other behaviors or characteristics. It is advised to shake the sample over nested sieves before the initiation of any process. The selection of sieves furnishes the information needed by specification. References Geoffrey Michael Gadd (March 2010). "Metals, minerals and microbes: geomicrobiology and bioremediation. Ferrari, L; Kaufmann, J; Winnfield, F; Plank, J (2011). Herring, Benjamin. "(2012) New theory concept of Concrete Ferrari, L; Kaufmann, J; Winnfield, F; Plank, J (2011). "Multi-method approach to study influence of superplasticizers on cement suspensions". Lancaster, Lynne (2005). Concrete Vaulted Construction in Imperial Rome Zinging Li; (2011) Advanced concrete technology Gibbons, Jack (2012) Measuring Water in Concrete Shepherd Woskie (2013) Controlling Dust from Concrete Saw Cutting F; Plank, J (2011). "Multi-method approach to study influence of superplasticizers on cement suspensions".