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50- Vibration compasted Hand compacted Compressive Strength (28 days) MPa 15 0.6 Waterlcement Ratio 03 04 0.5 0.7 Optimum Conditions Wet Mix Dry Mix Number of Voids Total level of voids Voids due to evaporation of lubricating water Air entrainment Using mechanical vibration, 0.3 04 0.5 06 0.7 Select one or more: а. Increase air entrainment V b. Reduces the amount of water/ cement ratio from 0.47 to 0.41, V c. Increase the compressive strength of the cement O d. Reduce the total level of voids

50- Vibration compasted Hand compacted Compressive Strength (28 days) MPa 15 0.6 Waterlcement Ratio 03 04 0.5 0.7 Optimum Conditions Wet Mix Dry Mix Number of Voids Total level of voids Voids due to evaporation of lubricating water Air entrainment Using mechanical vibration, 0.3 04 0.5 06 0.7 Select one or more: а. Increase air entrainment V b. Reduces the amount of water/ cement ratio from 0.47 to 0.41, V c. Increase the compressive strength of the cement O d. Reduce the total level of voids

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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50- Vibration compasted Hand compacted Compressive Strength (28 days) MPa 15 0.6 Waterlcement Ratio 03 04 0.5 0.7 Optimum Conditions Wet Mix Dry Mix Number of Voids Total level of voids Voids due to evaporation of lubricating water Air entrainment Using mechanical vibration, 0.3 04 0.5 06 0.7 Select one or more: а. Increase air entrainment V b. Reduces the amount of water/ cement ratio from 0.47 to 0.41, V c. Increase the compressive strength of the cement O d. Reduce the total level of voids
Transcribed Image Text:50- Vibration compasted Hand compacted Compressive Strength (28 days) MPa 15 0.6 Waterlcement Ratio 03 04 0.5 0.7 Optimum Conditions Wet Mix Dry Mix Number of Voids Total level of voids Voids due to evaporation of lubricating water Air entrainment Using mechanical vibration, 0.3 04 0.5 06 0.7 Select one or more: а. Increase air entrainment V b. Reduces the amount of water/ cement ratio from 0.47 to 0.41, V c. Increase the compressive strength of the cement O d. Reduce the total level of voids
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