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WASTE MATERIAL CONCR
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What is waste material concrete
Concrete is basically made of aggregates glued by a cementitipaste, which is made of cementitious materials and water.
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Why waste materials are used inconcrete?
Growth of cement usages leads to the greater production of CO2 gas which is one of the
GLOBAL WARMING
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Why waste materials are used inconcrete?
Excavation of sand and stone from rive banks is one of the main causes for disaster caus
FLOODS
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What are properties that wastematerial must have?
Similar grain size
Similar mechanical properties
Good workability
No effect on cement chemistry
Cost effective
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What are all the waste materials usin concrete?
Fly Ash
Rice Husk Ash
Blast Furnace Slag
Silica Slag
Copper Slag
Plastic And E-waste
C And D Waste
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Fly ash
It is residue left from burning coal, which is collected on an electrostatic p
in a baghouse. It mixes with flue gases that result when powdered coal is
electric power.
Fly ash is pozzolanic, which means its a siliceous or siliceous-and-alumi
that reacts with calcium hydroxide to form a cement.
When portland cement reacts with water, it produces a hydrated calcium
and lime
Properly selected fly ash reacts with the lime to form CSHthe same cemas in portland cement. This reaction of fly ash with lime in concrete impr
Typically, fly ash is added to structural concrete at 15-35 percent by weig
cement, but up to 70 percent is added for mass concrete used in dams, rol
concrete pavements, and parking areas.
Special care must be taken in selecting fly ash to ensure improved proper
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Fly ash
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Advantages :
The advantages of using fly ash far outweigh the disadvanta
The most important benefit is reduced permeability to water aggressive chemicals.
Properly cured concrete made with fly ash creates a denserbecause the size of the pores are reduced.
This increases strength and reduces permeability.
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Advantages :
The use of fly ash can result in better workability, pumpability, cohefinish, ultimate strength, and durability.
The fine particles in fly ash help to reduce bleeding and segregatioimprove pumpability and finishing, especially in lean mixes.
Properly proportioned concrete containing fly ash should create a
Good quality fly ash generally improves workability or at least produsame workability with less water. The reduction in water leads to imstrength.
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Disadvantages
Poor-quality fly ash can have a negative effect on concrete.
The principle advantage of fly ash is reduced permeability atbut fly ash of poor quality can actually increase permeability
Some concrete will set slowly when fly ash is used
Freeze-thaw durability may not be acceptable with the use oconcrete
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Rice husk ash
RHA, produced after burning of Rice husks (RH) has high reactivity andpozzolanic property.
Indian Standard code of practice for plain and reinforced concrete, 2000, recommends use of RHA in concrete but does not specify quan
Chemical compositions of RHA are affected due to burning process atemperature. Silica content in the ash increases with higher the burnintemperature.
RHA produced by burning rice husk between 600 and 700C temperahours, contains 90-95% SiO2, 1-3% K2O and < 5% unburnt carbon. Unde
burning condition in industrial furnace.
Portland cement contains 60 to 65% CaO and, upon hydration, a conportion of lime is released as free Ca(OH)2, which is primarily responsibpoor performance of Portland cement concretes in acidic environme
RHA replacing 10% Portland cement resists chloride penetration, improcapillary suction and accelerated chloride diffusivity.
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Application of Rice husk ash
From RHA we manufacture organic micro-silica / amorphous silica, withof above 89%, in very small particle size of less than 35 micronsSilpozz
in High Performance Concrete.
This product can be used in a variety of applications like:
green concrete high performance concrete refractory ceramic glaze insulator roofing shingles waterproofing chemicals oil spill absorbent specialty paints flame retardants carrier for pesticides insecticides and bio fertilizers etc etc.
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Advantages
RHA contains silica in amorphous and highly cellular form, with 50-1surface area.
RHA with cement improves workability and stability, reduces heat ethermal cracking and plastic shrinkage.
This increases strength development, impermeability and durabilitystrengthening transition zone, modifying the pore-structure, blockinvoids in the hydrated cement paste through pozzolanic reaction.
RHA minimizes alkali-aggregate reaction, reduces expansion, refinestructure and hinders diffusion of alkali ions to the surface of aggreporous structure.
Pozzolanic reaction of RHA consumes Ca(OH)2present in a hydratecement paste, reduces susceptible to acid attack and improves rechloride penetration.
This reduces large pores and porosity resulting very low permeabili
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Silica fume
Silica fume is a byproduct of producing silicon metal or ferrosilicon
its chemical and physical properties, it is a very reactive pozzolan.
Concrete containing silica fume can have very high strength and durable.
Silica fume is available from suppliers of concrete admixtures and,specified, is simply added during concrete production.
Placing, finishing, and curing silica-fume concrete require special a
the part of the concrete contractor.
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Silica fume
Silica fume consists primarily of amorphous (non-crystalline) silicon
The individual particles are extremely small, approximately 1/100thaverage cement particle
The quality of silica fume is specified by ASTM C 1240 and AASHTO
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Silica fume
The other names for silica fume:
Condensed silica fume
Microsilica
Volatilized silica
There are several materials that are physically and chemically quite simfume.
Precipitated silica
Fumed silica
Gel silica
Colloidal silica
Silica flour and silica dust
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process
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How does silica fume work in concre
In cementitious compounds, silica fume works on two levels, described here is a chemical reaction called the "pozzolanic" react
The hydration (mixing with water) of Portland cement prodcompounds, including calcium silicate hydrates (CSH) and calciu(CH).
The CSH gel is known to be the source of strength in concrete. Wheis added to fresh concrete it chemically reacts with the CH additional CSH.
The benefit of this reaction is twofold; increased compressive chemical resistance. The bond between the concrete paste andaggregate, in the crucial interfacial zone, is greatly increasedcompressive strengths that can exceed 15,000 psi.
The additional CSH produced by silica fume is more resistant toaggressive chemicals then the weaker CH.
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Advantages
Increased cohesion
Reduces bleeding
Enhanced mechanical property
Reduce permeability
Chlorine resistance
Avoid sulphate attack
Workablity
Resistance to acid or chemical attack
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Blast furnace slag
Ground granulated blast-furnace slag (GGBFS), referred to as slagglassy granular material formed when molten blast-furnace slag is chilled, as by immersion in water.
Ground granulated blast furnace slag (GGBFS) has been used for years as a supplementary cementitious material in Portland cemenconcrete, either as a mineral admixture or as a component of blencement.
The use of GGBFS as a partial Portland cement replacement takes
advantage of the energy invested in the slag making process andcorresponding benefits with respect to the enhanced cementitiouproperties of the slag.
Grinding slag for cement replacement requires only about 25 percthe energy needed to manufacture Portland cement.
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ENGINEERING PROPERTIES
Hydraulic Reactivity
Fineness
Strength Development
Workability
Low Heat of Hydration
Reduce Alkali-Aggregate Reactivity
Sulfate Resistance
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Advantages
There are two primary advantages for adding GGBFS to concretseparate material, rather than inter grinding it in the cement:
1. Each material can be ground to its own optimum fineness
2. The proportions can be adjusted to suit the particular proje
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Cont
The siliceous and silica-aluminous substances available in copconsidered pozzolanic; they react chemically with calcium hpresence of water at normal temperature to form cementitiothe form of a gel.
The siliceous and silica-aluminous substances available in copconsidered pozzolanic; they react chemically with calcium hpresence of water at normal temperature to form cementitiothe form of a gel.
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Uses of copper slag
Copper slag has also gained popularity in the building industfill material.
Contractors may also use copper slag in place of sand duringconstruction.
Copper slag can also be used as a building material, formed
Copper slag is widely used in the sand blasting industry and it
used in the manufacture of abrasive tools. Copper slag is widely used as an abrasive media to remove r
coating and other impurities in dry abrasive blasting due to ithardness (6-7 Mohs), high density (2.8-3.8 g/cm3) and low frecontent.
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Physical properties
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Plastic and E- waste