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RHEOLOGICAL EVALUATION OF DENSE SUSPENSIONS: SIMULATION OF A FRESH CEMENT PASTE.

机译:牙本质悬浮液的流变学评估:新鲜水泥浆的模拟。

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摘要

Marble dust suspended in a xanthan gum solution was evaluated, through use of a pipe flow viscometer and a Rheometrics Pressure Rheometer, RPR (concentric coaxial cylinder viscometer), to study the rheological behavior of a dense suspension similar to a fresh cement paste. The marble dust allowed the study of rheological phenomena exhibited by cement pastes, unhindered by complications due to cement hydration. The size distribution of the marble dust particles closely approximated that of cement. The concentrations of marble dust in the suspensions ranged from 19 wt % up to 80 wt %.;Correlation of flow curves generated from the two viscometers was difficult due to an apparent "slippage" that occurred at the boundary surfaces, which became more significant as marble dust concentration was increased. The use of a grooved bob on the RPR considerably reduced the amount of slip. Large annular gap sizes (2.5 mm gap width) also contributed to inconsistent results on the RPR.;The Reiner-Riwlin equation, derived for a Bingham fluid was used to approximate the flow curves generated on the RPR for the concentrated marble dust suspensions. The Bingham model has often been applied to fresh cement pastes in the past. The marble dust suspensions displayed antithixotropic (rheopectic) behavior (representative of a system which is building structure with applied shear) regardless of the water/solids ratio tested. The duration of the RPR tests had an effect on data only when sedimentation occurred while a test was in progress. Sedimentation became apparent when testing marble dust concentrations above 50 wt %, and was indicated by a buildup of the marble dust in the bottom of the viscometer cup that was observed at the completion of the test. The sedimentation produced an irregular shear thinning within the suspension which (if not recognized to be due to sedimentation) could have been misinterpreted to be a part of the structural buildup/breakdown processes occurring. Such misinterpretation of data may account for the many contradictions in literature regarding the antithixotropic/thixotropic behavior exhibited by fresh cement pastes. The marble dust suspensions generally provided a good model of a system similar to a fresh cement paste.
机译:通过使用管道流动粘度计和流变学压力流变仪RPR(同心同轴圆柱体粘度计),评估了黄原胶溶液中悬浮的大理石粉尘,以研究类似于新鲜水泥浆的致密悬浮液的流变行为。大理石粉尘可以研究水泥浆表现出的流变现象,而不受水泥水化引起的复杂性的影响。大理石灰尘颗粒的尺寸分布非常接近水泥。悬浮液中大理石粉尘的浓度范围从19 wt%到80 wt%。;由于在界面处出现明显的“滑移”,因此很难将两个粘度计产生的流动曲线关联起来,随着大理石粉尘浓度增加。在RPR上使用带凹槽的鲍勃可大大减少打滑量。较大的环形缝隙尺寸(缝隙宽度为2.5 mm)也导致RPR的结果不一致。;使用Bingham流体推导的Reiner-Riwlin方程来近似估算RPR在浓缩大理石粉尘悬浮液上产生的流动曲线。过去,Bingham模型经常应用于新鲜的水泥浆。大理石粉悬浮液显示出抗触变性(流变)行为(代表具有施加剪切力的建筑结构的系统),而与所测试的水/固体比率无关。 RPR测试的持续时间仅在测试进行中发生沉淀时才对数据产生影响。当测试高于50 wt%的大理石粉尘浓度时,沉淀变得明显,并且通过在测试完成时观察到的大理石粉尘在粘度计杯底部的堆积来表明。沉积在悬浮液中产生了不规则的剪切变稀现象(如果不能识别出是由于沉积引起的),可能会被误认为是发生的结构堆积/分解过程的一部分。对数据的这种误解可能解释了文献中有关新鲜水泥浆所表现出的抗触变性/触变性行为的许多矛盾。大理石粉尘悬浮液通常提供类似于新鲜水泥浆的系统的良好模型。

著录项

  • 作者单位

    The University of Tulsa.;

  • 授予单位 The University of Tulsa.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 1987
  • 页码 245 p.
  • 总页数 245
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学 ;
  • 关键词

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