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Shrinkage of hardened portland cement pastes
Shrinkage and Expansion of Concrete
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28 days ADSX AEXP air content annular specimens apparatus AREX ASHR ASTM autoclave bags of cement Building Science Series butions C4AF calcium oxide Calculated range Causes of Variations cement per cubic cements with respect coef coef./s.d. ratios greater coef./s.d. ratios less combustible contents compressive strength cracking cretes cubic yard desiccator expansion values fire loads Frequency distribution highly significant I-beam ignition increase independent variables indicated Interrelations Between Cement laboratory air loss on ignition measurements method mixing mold mortars Na2O neat cement neat cement bars nonrestrained shrinkage normal consistency Number of cements OEXP oo oo oo OREX OSHR oxide percent percentage shrinkage portland cement presented in table procedure residual shrinkage S.D. value Series A concretes shrinkage and expansion shrinkage values significant reduction silica slump tion trace elements turbidimeter variables in eq various independent variables WAGN water/cement ratio weight