METHODS OF PROPORTIONING CONCRETE
The process of relative proportions of cement, sand, coarse aggregate and water, so as to obtain a concrete of desired quality is known as the proportioning of concrete.
The proportions of coarse aggregate, cement and water should be such that the resulting concrete has the following properties:
- When concrete is fresh, it should have enough workability so that it can be placed in the formwork economically.
- The concrete must possess maximum density or in the other words, it should be strongest and most water-tight.
- The cost of materials and labour required to form concrete should be minimum.
The determination of the proportions of cement, aggregates and water to obtain the required strengths shall be made as follows:
a) By desigining the concrete mix, such concrete shall be called design mix concrete, or
b) By adopting nominal mix, such concrete shall be called nominal mix concrete.
- Design mix concrete is preferred to nominal mix.
- Concrete of each grade shall be analysed separately to determine its standard deviation.
Standard Deviation
Where, = deviation of the individual test strength from the average strength of n samples.
n = Number of sample test results.
METHODS OF PROPORTIONING CONCRETE
(1) Arbitrary Method
The general expression for the proportions of cement, sand and coarse aggregate is 1 : n : 2n by volume.
1 : 1 : 2 and 1 : 1.2 : 2.4 for very high strength.
1 : 1.5 : 3 and 1 : 2 : 4 for normal works.
1 : 3 : 6 and 1 : 4 : 8 for foundations and mass concrete works.
Recommended Mixes of Concrete
The concrete as per IS 456: 2000, the grades of concrete lower than M20 are not to be used in RCC work.
M10 | 1 : 3 : 6 |
M15 | 1 : 2 : 4 |
M20 | 1 : 1.5 : 3 |
M25 | 1 : 1 : 2 |
(2) Fineness Modulus Method:
The term fineness modulus is used to indicate an index number which is roughly proportional to the average size of the particle in the entire quantity of aggregates.
The fineness modulus is obtained by adding the percentage of weight of the material retained on the following sieve and divided by 100.
The coarser the aggregates, the higher the fineness modulus.
Sieve is adopted for:
All aggregates : 80 mm, 40 mm, 20 mm, 10 mm, and Nos. 480, 240, 120, 60, 30 and 15.
Coarse aggregates : mm, 40 mm, 20 mm, 10 mm, and No. 480.
Fine aggregates : Nos. 480, 240, 120, 60, 30 and 15.
Proportion of the fine aggregate to the combined aggregate by weight
Where, P = desired fineness modulus for a concrete mix of fine and coarse aggregates.
= fineness modulus of fine aggregate
= fineness modulus of coarse aggregate.
(3) Minimum Void Method (Does not give satisfactory result)
The quantity of sand used should be such that it completely fills the voids of coarse aggregate. Similarly, the quantity of cement used shown such that it fills the voids of sand, so that a dense mix the minimum voids is obtained.
In actual practice, the quantity of fine aggregate used in the mix is about 10% more than the voids in the coarse aggregate and the quantity of cement is kept as about 15% more than the voids in the fine aggregate.
(4) Maximum Density Method: (Not very Popular)
Where, D = maximum size of aggregate (i.e. coarse aggregate)
P = percentage of material finer than diameter d (by weight)
d = maximum size of fine aggregate.
A box is filled with varying proportions of fine and coarse aggregates. The proportion which gives heaviest weight is then adopted.
(5) Water – Cement Ratio Method:
According to the water – cement ratio law given by Abram as a result of many experiments, the strength of well compacted concrete with good workability is dependent only on the ratio.
- The lower water content produces stiff paste having greater binding property and hence the lowering the water-cement ratio within certain limits results in the increased strength.
- Similarly, the higher water content increases the workability, but lower the strength of concrete.
- The optimum water-cement ratio for the concrete of required compressive strength is decided from graphs and expressions developed from various experiments.
- Amount of water less than the optimum water decreases the strength and about 10% less may be insufficient to ensure complete setting of cement. An increase of 10% above the optimum may decrease the strength approximately by 15% while an increase in 50% may decrease the strength to one-half.
- According to Abram’s Law water-cement law, lesser the water-cement ratio in a workable mix greater will be the strength.
- If water cement ratio is less than 0.4 to 0.5, complete hydration will not be secured.
- Some practical values of water cement ratio for structure reinforced concrete
0.45 for 1 : 1 : 2 concrete
0.5 for 1 : 1.5 : 3 concrete
0.5 to 0.6 for 1 : 2 : 4 concrete.
Concrete vibrated by efficient mechanical vibrators require less water cement ratio, and hence have more strength.
Thumb Rules for deciding the quantity of water in concrete:
(i) Weight of water = 28% of the weight of cement + 4% of the weight of total aggregate
(ii) Weight of water = 30% of the weight of cement + 5% of the weight of total aggregate
kamesh
Jul 01, 2011 @ 20:12 pm
Is there any limit for cement content for high strength concrete?
rahul kumar jha
Sep 06, 2011 @ 23:18 pm
a veary god gid line for a new student.
Shailendra Sharma
Dec 23, 2012 @ 12:33 pm
what is grade of concrete M-100.
Sandeep Singh
Jan 05, 2013 @ 18:00 pm
thanks a lot.
Eskender Abebaw
Jan 08, 2013 @ 07:26 am
why 1:3:6 and 1:4:8 proportion is used for mass concrete works? because mass concrete works require higher strength.
Rajesh Pachisia
Jan 26, 2013 @ 15:56 pm
is it posible to show the conc. proportion of m40.
Manish Patel
Feb 07, 2013 @ 10:55 am
saumya
Manish Patel
Feb 07, 2013 @ 10:55 am
suresh
Chiam Bon Kong
Mar 31, 2013 @ 14:43 pm
Most Would Use The 30 + 5%.
Placide Mbona
Apr 29, 2013 @ 18:16 pm
HABITUAL METHODS IS LIKE ARBITRARY METHOD.
Sai Deepak GN
May 24, 2013 @ 12:25 pm
why 1:3:6 and 1:4:8 proportion is used for mass concrete works? because mass concrete works require higher strength.
Raunak Agrahari
Jun 26, 2013 @ 18:36 pm
Helps me a lot in nominal mix proportioning.
Mohammad Yaqub Totakhil
Jun 30, 2013 @ 09:55 am
Thanks for info…
Shirwan Majeed
Jul 06, 2013 @ 22:43 pm
Important information, Thanks.
Arun Hardas
Jul 10, 2013 @ 18:51 pm
I want some guide lines on the issue that is there any difference in compressive strength of concrete M15 (20 MSA )and M15 (40MSA).
Reeta Saxena
Sep 08, 2013 @ 05:59 am
thanks a lot.
Reeta Saxena
Sep 08, 2013 @ 06:00 am
very eager to know?
Shakti Poonia
Nov 15, 2013 @ 05:50 am
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Panya Naik B
Nov 30, 2013 @ 18:00 pm
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Keerthi Marasinghe
Dec 26, 2013 @ 06:31 am
better to give details for Gr 20 conc. Cement –Kg, sand –Kg, Agg.—Kg like that for Gr20 to Gr 50 concrete
Sivasakthi Balan
Jan 26, 2014 @ 08:05 am
sir, how do you say that the proportion 1:3:6 and 1:4:8 having higher strength?
Rupesh Bagul
Feb 04, 2014 @ 10:27 am
Mass concrete is not a RCC work but a PCC work. So sections for mass concrete is huge. this counter acts the grade of concrete.
Rupesh Bagul
Feb 04, 2014 @ 10:30 am
Its a design grade and proportions may differ according to the quality of coarse and fine aggregates used.
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Feb 19, 2014 @ 17:35 pm
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Thakur Rajeev Rajput
Apr 09, 2014 @ 12:40 pm
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Ashwani Singh
May 13, 2014 @ 16:07 pm
METHODS OF PROPORTIONING CONCRETE the best
Ashish Sharma
Jun 09, 2014 @ 22:12 pm
Does RMC typically have lower strength than a similar grade nominal mix? Theoretically it should as it has a higher water content to ensure better workability. Or is that somehow factored in at Design Stage. Say for instance balancing the fineness of coarse aggregates.
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Jun 12, 2014 @ 13:10 pm
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Jun 18, 2014 @ 08:52 am
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Jun 20, 2014 @ 08:29 am
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Jun 23, 2014 @ 13:22 pm
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Gaurav Chaudhary
Jun 27, 2014 @ 11:47 am
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Anonymous
Jul 06, 2014 @ 11:39 am
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Sathish Kumar
Jul 10, 2014 @ 12:04 pm
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Karthick Jayadev
Aug 12, 2014 @ 04:19 am
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Vasu Dewangan
Aug 22, 2014 @ 16:22 pm
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Shekhar Sony
Sep 02, 2014 @ 08:37 am
25 liter in a bag of cement for M:20 concrete
It's a thumb rule and water cement ratio is 50kg cement (1 bag) contains 25 liter water; it means 1kg cement = 25/50 = 0.5
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Sep 08, 2014 @ 14:53 pm
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Sep 13, 2014 @ 18:15 pm
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