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STRENGTH PARAMETERS OF PIGMENTED CONCRETE


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πŸ“„ Pages: 81       🧠 Words: 12536       πŸ“š Chapters: 5 πŸ—‚οΈοΈ For: PROJECT

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ABSTRACT
The study investigates the effect of pigments as a tinctorial source of colour concrete (colour-crete) with the aim of assessing the dosage level required for an appreciable tinctorial strength for aesthetic purposes. The objective of the study is to produce an alternative to the usual practice of painting of concrete structures after rendering, by now incorporating some percentage of colouring agent into the concrete, when it is plastic. Hence the need to assess the effect(s) of these colouring agents on the strength parameters of the concrete. Two basic locally sourced pigments were used. Their chemical analyses classify them as basically red oxide and carbon black compounds. These pigments were in powdery form and the percentage of the colouring agent added or incorporated was a fractional weight of the cement content in the mix as recommended in BS 1014:1961. The percentage of the pigments incorporated varies from 0% - 6%. Nominal mix ratio of 1:2:4: and 1%:3 were chosen, with water cement ratio of 0.48 and 0.58 respectively. A total number of 192 specimen were produced that is 64 cubes , 64 cylinder and 64 miniature beams. They were tested at 28 days of cast using the destructive techniques. The results obtained shows that with the increase in the percentage of pigment introduced into the concrete, there was negligible reduction in strength compared with the control specimen. And in some cases an increase in strength was observed.

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πŸ“„ Pages: 81       🧠 Words: 12536       πŸ“š Chapters: 5 πŸ—‚οΈοΈ For: PROJECT

πŸ‘οΈβ€πŸ—¨οΈοΈοΈ Views: 112      

⬇️ Download (Complete Report) Now!

πŸ”— Related Topics

EFFECTIVENESS OF OVERLAPPING HOOPS AS DUCTILITY REINFORCEMENT IN SHORT REINFORCED CONCRETE COLUMNS EXPERIMENTAL AND PROBABILISTIC ASSESSMENT OF CONCRETE INCORPORATING EXPANDED POLYSTYRENE (EPS) WASTE AT ELEVATED TEMPERATURES EXPERIMENTAL INVESTIGATION OF THE FLEXURAL AND SHEAR CAPACITIES OF REINFORCED CONCRETE BEAMS ENHANCED WITH CARBON FIBRE REINFORCED POLYMER (CFRP) LAMINATES PROBABILISTIC ANALYSIS OF REINFORCED CONCRETE COLUMNS SUBJECTED TO CORROSION SHEAR RESISTANCE OF REINFORCED CONCRETE BEAM BEHAVIOUR OF CONCRETE SUBJECTED TO VARIOUS ELEVATED TEMPERATURES MINIMUM ECCENTRICITY IN THE ULTIMATE STRENGTH ANALYSIS EFFECTS OF GAS METAL ARC WELDING PARAMETERS ON THE MECHANICAL AND CORROSION BEHAVIOUR OF AUSTENITIC STAINLESS STEEL IN SOME ENVIRONMENTS THE USE OF ENCASEP TIMEBER BEAMS AS ALTERNATIVE TO REINFORCED CONCRETE BEAMS EFFECT OF MIX RATIO AND CURING WATER ON THE COMPRESSIVE STRENGTH OF OIL PALM SHELL (OPS) AGGREGATE CONCRETE MODELLING AND OPTIMIZATION OF PID CONTROLLER’s PARAMETERS FOR DEEP SPACE ANTENNA POSITIONING SYSTEM USING GENETIC ALGORITHM RELIABILITY-BASED RATING OF THE BS 8110 DESIGN CRITERIA FOR REINFORCED CONCRETE COLUMNS INVESTIGATION OF THE STRENGTH CHARACTERISTICS OF LATECRETE MATERIALS STRAIN-RATE INFLUENCE ON SHEAR STRENGTH CHARACTERISTICS OF COMPACTED FADAMA CLAY OPTIMUM DESIGN OF REINFORCED CONCRETE RAFT FOUNDATIONS USING FINITE ELEMENT ANALYSIS STRESS DISTRIBUTION OF SHORT REINFORCED CONCRETE COLUMNS LOADED UNDER SMALL ECCENTRICITIES DETERMINATION OF THE SUITABILITY OF CASSAVA STARCH AS AN ADMIXTURE IN CEMENT PASTE AND CONCRETE THE BEHAVIOUR AND DESIGN OF REINFORCED CONCRETE SHORT CANTILEVERS UNDER PURE TORSION FAILURE COST ANALYSIS OF HUMAN ERRORS IN REINFORCED CONCRETE BEAM CONSTRUCTION THE EFFECT OF PERIWINKLE SHELL ASH AND DUST ON THE COMPRESSIVE STRENGTH OF CONCRETE

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