why unit weights of aggregates will allow the contractors to meet their construction requirements? what is the requirements needed?
why unit weights of aggregates will allow the contractors to meet their construction requirements? what is the requirements needed?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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why unit weights of aggregates will allow the contractors to meet their construction requirements? what is the requirements needed?
for a coarse aggregate that is 20 mm, what would be the best percentage void and best rodded bulk density to meet the requirements? if not, what would be the possible result. Same goes with fine aggregate what is the best percentage void and best rodded bulk density to meet the requirements?
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