UNIT III MIX DESIGN

METHODS OF CONCRETE MIX DESIGN

• APPROCH TO MIX DESIGN * Concrete is essentially a mixture of Portland

cement, water, coarse and fine aggregate which consolidates into a hard mass due to chemical reaction between the cement and water

*Each of the four constituents has specific function. The coarse aggregates act as filler. The fine aggregates coated with cement fill up the voids between coarse aggregates and, cement in conjunction with water act as the binder.

TYPES OF CONCRETE NIX DESIGN• There are numerous methods available for concrete mix design for

ordinary concrete. The major methods are listed below• o IS method• o ACI method• o DOE method• o USBR method• o Arbitrary proportion• o Fineness modulus method• o Maximum density method• o Surface area method• o IRC-44 method• o RRL – method• o Minimum void method•

• Rational proportioning of the ingredients of concrete is the essence of concrete mix design and its purpose is to ensure most optimum proportions of the constituent materials to meet the requirements of the structure being built

• The mix design should ensure that, the concrete, I. Complies with the specification of

structural strength laid down, which is usually stated in terms of the compressive strength of standard test specimens.

II. Complies with the durability requirements to resist the environment in which the structure will serve its functional life

• III. Be capable of being mixed, transported, compacted and placed as efficiently as possible

IV. And last but not the least, be as economical as possible

• It should however be stressed that the data used in selecting should be expected merely to serve as a guide; they should be backed up by personal experience and knowledge of basic principles of concrete mix design

• To sum up “concrete mix design” is still very much a problem of trial-and-error and any calculations based on design data are really only a means of providing, at best, a starting point so that the first test can be conducted.

MAIN METHODS

• The main methods practiced all over the world are

• 1). IS Method,• 2). USBR Method,• 3). DoE Method,• 4). ACI Method.

AMERICAN CONCRETE INSTITUTE METHOD OF MIX DESIGN

• This method of proportioning was published by ACI committee 613. In 1954 the method was revised to include the use of air entrained concrete among other modification

• . It has the advantages of simplicity in that it applies equally well, and with more or less identical procedures to rounded or angular aggregate, to regular or light weight aggregates and to air entrained or non air entrained concretes.

DATA TO BE COLLECTED

• 1. Fineness modulus of selected fine aggregates• 2. Unit weight of dry rodded coarse aggregate• 3. Specific gravity of coarse and fine aggregates

in SSD condition• 4. Absorption characteristics of both fine and

coarse aggregates• 5. Specific gravity of cement

PROCEDUREFrom the minimum strength specified, estimate the

average design strengthFind the water-cement ratio from the strength point of

view, find also water- cement ratio from durability point of view from table

Decide the maximum size of aggregate to be usedDecide workability in terms of slumpThe total water in Kg/m3 of concrete is read from

table, entering the table with selected slump and selected maximum size of aggregates

• Cement content is computed by dividing the total water content by the water- cement ratio

• From the table, the bulk volume of dry rodded coarse aggregates per unit volume of concrete is selected for the particular maximum size of coarse aggregate and fineness modulus of fine aggregate

• The weight of C.A per cubic meter of concrete is calculate by multiplying the bulk volume with bulk density

• The solid volume of C.A in one m3 of concrete is calculated by knowing the specific gravity of C.A

• Similarly the solid volume of cement, water and volume of air is calculated in on cubic meter of concrete

• The solid volume of sand is computed by subtracting from the total volume of concrete, the solid volume of cement, coarse aggregate, water and entrapped air

• Weight of F.A is calculated by multiplying the solid volume of fine aggregates by specific gravity F.A

DOE METHOD OF CONCRETE MIX DESIGN

• The DOE method was first published in1975 and then revised in 1988.

• While the road note No.4 or grading curve method was specifically devel oped for concrete pavements

• The DOE method is applicable to concrete for most purposes, including roads. The method can be used for concrete containing fly ash.

PROCEDURE

• a) Find the target mean strength from the specified characteristic strength.

• b) Calculate the water-cement ratio.• c) Decide the water content for the required

workability expressed in terms of slump or vee bee time, taking into consideration the size of aggregates and its type from table.

• d) Cement content is calculated simply by dividing the water content by water cement ratio.

• e) Find out the total aggregate content. This requires an estimate of the wet density of the fully compacted concrete. This can be found out for ap proximate water content and specific gravity of aggregate

• f) Then proportion of F.A is determined in the total aggregate knowing the workability, maximum size of aggregates and percent of fine aggregates passing through 600µ sieve figure. Once the proportion of F.A is obtained. Fine aggregate content can be calculated by multiplying the proportion to the weight of total ag gregate.

• g) Then the water of C.A can be found out from this

INDIAN STANDARD RECOMMENDED METHOD OF CONCRETE MIX DESIGN

• The bureau of Indian standards, recommended a set of procedures for the design of concrete mix mainly based on the work done in national laboratories

• The Mix design procedures are sentenced in IS 10262-1982.The methods given can be applied for both medium and high strength concrete

PROCEDURE

• a) Target mean strength for mix design is calculated.

• b) Water-cement ratio can be found out from a graph showing the relation between strength and water cement ratio.

• c) The air content is estimated from table for the nominal maximum size of aggregate used.

• d) The water content in percent of fines in total aggregate by absolute volume is determined by the maximum size of aggregates

• e) The cement content per unit volume of concrete may be calculated from free water cement ratio and cement content per unit volume.

• f) Calculation of aggregate is done by the following two formulas

V= [w+(c/sc) + (I /p)*(1/1000)

Ca= [(l-p)/p]* Far *(Sca \ Sfa)

• V=absolute volume of fresh concrete, which is equal to gross volume

(m3) - the volume of entrapped air.• W= mass of water (kg) per m3 of concrete. • C=mass of cement (kg) per m3 of concrete

• Sc=specific gravity of cement • P=ratio of FA to total aggregate by absolute volume.

USBR METHOD OF MIX DESIGN

• In this method of mix design, the water content of air entrained con crete and the proportions of fire and coarse aggregates are determined for a fixed workability and grade of fine aggregates

• The step by step procedure of mix proportioning PROCEDURE a. The water cement ratios for the target

mean 28 day compressive strength of concrete is determined from table.

PROCEDURE

• b. Approximate air and water contents and the percentages of sand coarse ag gregate per cubic meter concrete are determined from the table, for con crete containing natural sand fineness of modulus 2.75 and having worka bility of 75 to 100m.

• c. Adjustment of values in water content and percentage of sand or coarse ag gregate are made as provided in table for changes in the fineness modules of sand ,slump of concrete ,air content ,water-cement ratio and sand con tent other than the reference values in.

• d. The cement content is calculated using the selected water-cement ratio and the final water content of the mix is arrived after adjustments.

• e. Proportions of aggregates are determined by estimating the quality of coarse aggregate from the table or by computing the total solid volume of sand and coarse aggregate in the concrete mix and multiplying the final percentage after adjustment.

COMPUTER AIDED MIX DESIGN

Now computers have proven their role as time saver in all areas of life. In civil engineering also the aid of computer is inevitable in structural engineering, geotechnical engineering, transportation engineering etc..... In concrete technology also softwares are commonly used. The field of mix design is unaffected by computer softwares till recent times.

TESTING OFCONCRETE

• The slump test result is a measure of the behaviour of a self-compacted inverted cone of concrete under the action of gravity. It is a measure of the concrete's workability or the dampness of concrete

• Apparatus

• Interpretation of results

Slump cone (Abrams cone), scale for measurement

• The slumped concrete takes various shapes, and according to the profile of slumped concrete, the slump is termed as true slump, shear slump or collapse slump. If a shear or collapse slump is achieved, a fresh sample should be taken and the test repeated. A collapse slump is an indication of too wet a mix. Only a true slump is of any use in the test. A collapse slump will generally mean that the mix is too wet or that it is a high workability mix, for which slump test is not appropriate.[1]:128[2] Very dry mixes; having slump 0 - 25 mm are used in road making, low workability mixes; having slump 10 - 40 mm are used for foundations with light reinforcement, medium workability mixes; 50 - 90 for normal reinforced concrete placed with vibration, high workability concrete; > 100 mm.[3]:68

Collapse Shear True

In a collapse slump the concrete

collapses completely.[2]

In a shear slump the top portion of

the concrete shears off and slips

sideways.[2]

In a true slump the concrete simply

subsides, keeping more or less to

shape.[2]

Limitations of the slump test

• The slump test is suitable for slumps of medium to high workability, slump in the range of 25 - 125 mm, the test fails to determine the difference in workability in stiff mixes which have zero slump, or for wet mixes that give a collapse slump. It is limited to concrete formed of aggregates of less than 38 mm