In IS:456-2000 the workability of concrete is given in mm
(slump)in cl.7.1. In IS:10262-1982, cl.3.3.4 & table-6 says
+/- 3 percent adjustment is required in the quantity of
water (calculated as per table-4 or 5), for each increase
or decrease in the value of compacting factor (i.e.
workability of concrete) by 0.1.
How it is possible to calculate the exact quantity of water
required for a particular grade of concrete?
What is the relation between Slump & Compacting factor of
concrete?
Answer / sjtbehera
9. What is workability. That means the concrete mix
proportion should be such that placing of concrete and
can be properly compacted with the means available it is
done one conical cubes
Difference between slump test and compaction factor
Slump test are adopt in ordinary concrete. it gives
satisfactory result for concrete mix medium to high
workability. It however does not give correct information
of low workability.
Compaction factor is done to gives proper result of low
workability. In this test concrete is measured in terms of
internal energy required to compact concrete thoroughly. It
is done two conical cubes.
If you know more please contact sjtbehera@ gmail.com
| Is This Answer Correct ? | 2 Yes | 11 No |
Respected Sir, I am from a hilly place called Darjeeling ,I have constructed house of 9 column out of which 4 of the column is under water , i have put rcc slab on top and on top of the rcc slab i have construced two room house with bricks and light roof , now i am planning to change the light roof with rcc slab for the two room, my main concern is will the column under water will hold the load of the new rcc slab coz it already 10 to 12 yrs old , i dont know what to do , can u advice me regarding this matter, weather to leave the upper floor roof light or make it rcc slab.(If i put the slab , it will require 45bags of cement and u calculate how much of steel and sand and pebbles) thanks with regard Anand
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