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1·Mix proportion design method of self-compacting concrete(SCC)is studied in this paper.

研究了自密实混凝土（SCC）的配合比设计方法。

2·The selection of mix proportion design parameter different from common concrete was probing into, too.

并探讨其不同于普通混凝土的配合比设计参数的选定。

3·Physical and chemical properties of self-compacting concrete can be regulated by design of mix proportion.

可通过配合比调整其物理、力学性能。

4·The mix proportion and the measurement method of the carbon-fiber reinforced concrete are introduced in this paper.

粗骨料的引入使碳纤维混凝土力学和压敏性能较碳纤维水泥砂浆有较大的不同。

5·The mix proportion test and practical construction check demonstrate the concrete indexes of the anti-scouring wall meet DE.

配合比试验和实际施工检测表明：左岸防淘墙混凝土各项指标均能满足设计指标的技术要求。

6·By rationally selecting concrete components and optimizing concrete mix proportion, high quality self-compact concrete was produced.

通过对混凝土原材料的优选和配合比的优化，配制出了高品质的自密实混凝土。

7·Combined to the practical situation, draw up the mix proportion optimization and proper cool water pipe arrangement with hydrated heat control.

结合珠江大桥工程实际情况，制定了优化混凝土配合比和恰当布置冷却水管两个水化热控制方法。

8·The paper proposed a new parameter reserved air void based on the Bailey Method, by which to design mix proportion of porous asphalt mixture.

本文基于贝雷法提出采用“预留空隙率”参数设计排水性沥青混合料的方法。

9·After optimizing the mix proportion and simulation of a big specimen in locale, NVC admixture applies well in Run-Yang bridge on the Yangtse River.

经过自密实混凝土配合比优化设计和现场试块模拟试验后，NVC自流平外加剂成功应用于润扬大长江公路大桥北锚碇。

10·The paper gives a evaluation system of the mix proportion design of concrete based on the VE and AHP and the results has a certain reference value.

本文提出了一套基于价值工程理论和层次分析法的混凝土配合比设计的评价体系，结果具有一定的参考价值。