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c50 gao xing neng hun ning tu pei he bi she ji
Author(s): 
Pages: 53-55,52
Year: Issue:  10
Journal: Ready-mixed Concrete

Keyword:  混凝土配合比 水胶比 最大松堆密度 最小孔隙率;
Abstract: 本文采用吴中伟院士提出的简易配合比设计方法,成功地配制了C50P10高性能混凝土。此法基本原则为:求出砂石的最小混合空隙率,在此孔隙率下骨料呈现最佳堆积密度,依此为基础配制高性能混凝土。
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