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Experimental and modeling study on the non-linear structural build-up of fresh cement pastes incorporating viscosity modifying admixtures

机译:新鲜水泥浆料非线性结构堆积的实验和建模研究加入粘度改性混合物

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摘要

Linear models are commonly used to describe the early structural build-up of cement-based materials. However, some studies have shown that there exists a faster non-linear phase before the linear phase. In this study, a simple non-linear thixotropy model is presented to describe the structural build-up process. It was quantified using static yield stress and storage modulus, which are measured through the stress growth protocol and small amplitude oscillatory shear (SAOS) tests, respectively. The effect of pre-shear, rest condition and viscosity modifying admixtures (nanoclay and diutan gum) on the build-up behavior are studied. The results showed distinctly different trends between static yield stress and storage modulus. This may be attributed to the two different structures of fresh cement pastes, i.e. floc structures and C-S-H structures, measured by the stress growth protocol and SAOS test, respectively.
机译:线性模型通常用于描述水泥基材料的早期结构堆积。 然而,一些研究表明,线性相之前存在更快的非线性相位。 在该研究中,提出了一种简单的非线性触变性模型来描述结构积累过程。 使用静态屈服应力和储存模量来量化,其通过应力生长协议和小幅度振荡剪切(SAOS)测试来测量。 研究了预剪切,静息状况和粘度改性混合物(纳米粘土和二鞣口)对积聚行为的影响。 结果表明,静电屈服应力和储存模量之间存在明显不同的趋势。 这可能归因于通过应力生长协议和SAOS测试测量的毛绒水泥浆料,即絮凝结构和C-S-H结构的两种不同结构。

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