Draw two curves, the first between the water-cement ratio and the amount of precipitation, and the second between the water-cement ratio and the compaction factor. Discussion : 1. Why is the compaction factor a good measure of operability and what are its disadvantages?
Draw two curves, the first between the water-cement ratio and the amount of precipitation, and the second between the water-cement ratio and the compaction factor. Discussion : 1. Why is the compaction factor a good measure of operability and what are its disadvantages?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![degree of Compaction
O perability Factor
|Precipitation Water/cement
rato
mixing
rato
( mm)
0.98
200
1:2:4
31
200
1:2:4
35
200
1:2:4
Draw two curves, the first between the
water-cement ratio and the amount of
precipitation, and the second between the
water-cement ratio and the compaction factor.
Discussion :
1. Why is the compaction factor a good measure
of operability and what are its disadvantages?
2. What conclusions do you get from the curves,
the results table?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff8728f98-801b-4d6c-9fbc-587b828c2036%2F1c0b14c7-5151-4a9b-8cdc-f4bdcdb377d4%2F2kr4x2i_processed.jpeg&w=3840&q=75)
Transcribed Image Text:degree of Compaction
O perability Factor
|Precipitation Water/cement
rato
mixing
rato
( mm)
0.98
200
1:2:4
31
200
1:2:4
35
200
1:2:4
Draw two curves, the first between the
water-cement ratio and the amount of
precipitation, and the second between the
water-cement ratio and the compaction factor.
Discussion :
1. Why is the compaction factor a good measure
of operability and what are its disadvantages?
2. What conclusions do you get from the curves,
the results table?
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