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通过磁共振弛豫分析和冷冻法研究水化水泥浆体的孔隙结构

Pore structure of hydrating cement paste by magnetic resonance relaxation analysis and freezing.

作者信息

Jehng J Y, Sprague D T, Halperin W P

机构信息

Department of Physics and Astronomy, Northwestern University, Evanston, IL 60208, USA.

出版信息

Magn Reson Imaging. 1996;14(7-8):785-91. doi: 10.1016/s0730-725x(96)00164-6.

Abstract

Nuclear magnetic resonance relaxation analysis has been applied to interpret the evolution of microstructure in a cement paste during hydration. A basic understanding of the wet-dry and freeze-thaw processes of cement pastes has been developed. The pore structure evolution has been studied by the suppression of the freezing temperature of water and compared with spin-spin relaxation analysis performed at room temperature. Both methods consistently show that hydrating cement pastes have two principal components in their size distribution. The NMR relaxation times provide a measure of the characteristic pore sizes. Their interpretation is made in the context of a fast exchange model. Supercooling and thawing point depression of confined water has been studied systematically. The depression of the freezing point of liquid water confined within a pore was found to be dependent on the pore size, with capillary pore water freezing at 240 K and the remaining gel pore water freezing over a temperature range extending to as low as 160 K.A modified Gibbs-Thompson analysis was used to determine pore volume distributions from the distribution of thawing temperatures.

摘要

核磁共振弛豫分析已被用于解释水泥浆体水化过程中微观结构的演变。人们对水泥浆体的干湿和冻融过程有了基本的了解。通过抑制水的冻结温度研究了孔隙结构的演变,并与在室温下进行的自旋-自旋弛豫分析进行了比较。两种方法一致表明,水化水泥浆体在其尺寸分布中有两个主要成分。核磁共振弛豫时间提供了特征孔径的度量。它们的解释是在快速交换模型的背景下进行的。系统地研究了受限水的过冷和冰点降低。发现孔隙内液态水的冰点降低取决于孔径,毛细管孔隙水在240 K冻结,其余凝胶孔隙水在低至160 K的温度范围内冻结。使用修正的吉布斯-汤普森分析从解冻温度分布确定孔隙体积分布。

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