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Effects of viscosity modifying admixture (VMA) on workability and compressive strength of structural EPS concrete

机译:增粘剂(VMA)对结构EPS混凝土的可加工性和抗压强度的影响

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The lightweight expanded polystyrene (EPS) concrete has the characteristics of vibration energy absorption and can be used to conduct the metro track of vibration reduction and isolation. But the workability and compressive strength of the lightweight EPS concrete need to be improved in the engineering application of vibration energy absorption when EPS beads are mixed in concrete. To improve the workability and compressive strength, this paper investigated the effects of viscosity modifying admixture (VMA) on the workability, segregation resistance, compressive strength and failure mode of a class of structural lightweight EPS concrete, prepared by controlling a certain water-binder ratio and fly ash replacement. The dosage of VMA in the mixtures was 0.02%, 0.04%, 0.06%, 0.08% and 0.10% by weight of the total cementitious materials (TCM), respectively. Workability was investigated through a multi-index of slump, slump flow, T50 and inverted slump cone time while segregation resistance was evaluated by a density test. The concept of anisotropy was employed to evaluate the compressive strength and failure mode. Results showed that VMA had significant negative effects on the fluidity of structural EPS concrete. From the density test results, VMA significantly enhanced the resistance to segregation and the segregation degree of EPS concrete exhibited a negative linear correlation with the dosage of VMA according to the definition of segregation index (SI). The compressive strength decreased substantially with increase of VMA and the anisotropy of the strength was shown to be inhibited gradually with increase of VMA, resulting from the improvement of resistance to segregation. As the elimination of anisotropy, the failure modes were altered consequently. In terms of the effectiveness to inhibit the segregation and the anisotropy, 0.10% by weight of TCM was recommended as the most effective dosage for VMA in this paper. (C) 2018 Elsevier Ltd. All rights reserved.
机译:轻质膨胀聚苯乙烯(EPS)混凝土具有吸收振动能量的特性,可用于进行地铁轨道的减振和隔离。但是,在将EPS微珠掺入混凝土中吸收振动能量的工程应用中,需要改善轻质EPS混凝土的可加工性和抗压强度。为了提高可加工性和抗压强度,本文研究了通过控制一定的水灰比来改善粘度的掺合剂(VMA)对一类结构轻质EPS混凝土的可加工性,抗偏析性,抗压强度和破坏模式的影响。并更换粉煤灰。混合物中VMA的剂量分别为全部水泥材料(TCM)重量的0.02%,0.04%,0.06%,0.08%和0.10%。通过坍落度,坍落度流量,T50和倒塌坍落度锥角时间的多个指标研究了可加工性,同时通过密度测试评估了抗偏析性。各向异性的概念被用来评估抗压强度和破坏模式。结果表明,VMA对结构EPS混凝土的流动性具有显着的负面影响。从密度测试结果来看,VMA显着增强了抗偏析性,根据偏析指数(SI)的定义,EPS混凝土的偏析度与VMA的用量呈负线性关系。随着VMA的增加,抗压强度显着下降,并且随着VMA的增加,强度的各向异性逐渐被抑制,这是由于提高了抗偏析性。由于消除了各向异性,因此改变了破坏模式。就抑制偏析和各向异性的有效性而言,建议以0.10%(重量)的TCM作为VMA的最有效剂量。 (C)2018 Elsevier Ltd.保留所有权利。

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