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c50 p10 gao mi shi hun ning tu pei he bi she ji
Author(s): 
Pages: 49-52
Year: Issue:  10
Journal: Ready-mixed Concrete

Keyword:  混凝土配合比 水胶比 最大单位重 最小孔隙 最佳级配;
Abstract: 本文采用台湾黄兆龙先生的高密实混凝土配合比设计方法,成功地配制了C50 P10高密实混凝土。此法原理为:以混凝土中固体材料的最大单位重来寻求最小孔隙,从而获得最优级配以配制混凝土。
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