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OPTIMIZED DESIGN OF AGGREGATE PARTICLE SIZE DISTRIBUTION FOR SELF-COMPACTING CONCRETE

机译:自密实混凝土的总颗粒粒径分布优化设计

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Solid particles in paste are not packed in contacted with the neighboring ones because of paste's obstructing, and packing density of solid particles in paste could not be calculated directly by Stovall model which has a premise that all solid particles are packed contiguously.In this paper solid particles and paste film coated around with certain thickness are imaged as compound particles packed contiguously, whose packing density could be calculated by Stovall model, and the packing density of solid particle in paste could be obtained by establishing the relationship of actual and imaginary packing systems. Self-compacting concrete (SCC) mixture is viewed as a three-level imaginary compound particle system: 1)stone + sand paste film system; 2) sand + cement paste film system; and 3) cement + water film system. Particle size distribution of solid particles in each packing system was optimized using the proposed calculation method, 10% sand paste and 24% cement paste were reduced for SCC with optimized aggregates than the one with original aggregates. Passing capability,flow spread and compressive strength of optimized SCC were tested to be satisfactory.
机译:糊剂中的固体颗粒由于糊剂的阻塞而不会堆积,而与相邻颗粒的堆积不会相互接触,因此无法通过Stovall模型直接计算糊剂中的固体颗粒的堆积密度,该模型的前提是所有固体颗粒都是连续堆积的。将颗粒和涂有一定厚度的糊状膜成像为连续堆积的复合颗粒,其堆积密度可通过Stovall模型计算,通过建立实际和假想的堆积系统之间的关系,可得出糊状物中固体颗粒的堆积密度。自密实混凝土(SCC)混合物被视为三级虚构复合颗粒系统:1)石头+沙浆膜系统; 2)砂+水泥浆膜系统; 3)水泥+水膜系统。使用建议的计算方法优化了每个填料系统中固体颗粒的粒度分布,优化骨料的SCC比使用原始骨料的SCC减少了10%的砂浆和24%的水泥浆。对经过优化的SCC的通过能力,流动扩展和抗压强度进行了测试,结果令人满意。

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