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What could be the primary reason for getting the slump value less than predicted ? O High water cement ratio Low water cement ratio Low air voids Low Temperature

What could be the primary reason for getting the slump value less than predicted ? O High water cement ratio Low water cement ratio Low air voids Low Temperature

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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What could be the primary reason for getting the slump value less than predicted ? High water cement ratio Low water cement ratio Low air voids Low Temperature
Transcribed Image Text:What could be the primary reason for getting the slump value less than predicted ? High water cement ratio Low water cement ratio Low air voids Low Temperature
Strength test is conducted on hardened PCC specimens to verify the quality of concrete supplied by the contractor. Split tensile Flexural Compression Non of the above
Transcribed Image Text:Strength test is conducted on hardened PCC specimens to verify the quality of concrete supplied by the contractor. Split tensile Flexural Compression Non of the above
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