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Testing Rheological Properties of Alkali-Activated Cement Using Non-Traditional Test Methods

机译:使用非传统测试方法测试碱活化水泥的流变性能

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In this paper, the rheological parameters of alkaline activated cement (AAC) paste tailored for continuous extrusion using the non-traditional test method of the direct shear box test are presented. Characteristic changes of the material’s rheological behaviour are estimated in response to variations in the water-to-solid ratio and addition of a cellulosic rheology aid. The results indicate that the increase of the water-to-solid ratio from 0.18 to 0.19 does not impact the internal angle of friction (φ) but does, however, reduce the shear yield strength, or cohesion (c), by 85%. For mixes containing cellulosic rheology aid, the internal angle of friction shows no significant change also. However, the shear yield strength for the mix with a water-to-solid ratio of 0.18 is 51% higher. The shear yield strength increases by a further 28% for the mix with a water-to-solid ratio of 0.19. These results indicate that the cellulosic rheology aid does not necessarily increase the "flow-like" characteristics of the mix which provides it plasticity and the ability to move through the extruder. It does however significantly improve its ‘green strength’, even at an increased water-to-solid ratio of 0.19, which would ultimately assist with lowering the binder density.
机译:本文介绍了使用直接剪切箱试验的非传统试验方法为连续挤出量身定制的碱性活性水泥(AAC)糊的流变参数。根据水固比的变化和添加纤维素流变助剂,可以估算出材料流变行为的特征变化。结果表明,水固比从0.18增加到0.19不会影响内摩擦角(φ),但是会使剪切屈服强度或内聚力(c)降低85%。对于含有纤维素流变助剂的混合物,内摩擦角也无明显变化。但是,水固比为0.18的混合物的剪切屈服强度要高51%。水固比为0.19的混合物,剪切屈服强度进一步提高了28%。这些结果表明,纤维素流变助剂不一定会增加混合物的“流状”特性,从而使其具有可塑性和通过挤出机的能力。但是,即使将水固比提高到0.19,它也可以显着提高其“绿色强度”,这最终将有助于降低粘合剂的密度。

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