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A new suspension viscosity model and its application to asphaltene association thermodynamics and structures

机译:新的悬浮液粘度模型及其在沥青质缔合热力学和结构中的应用

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摘要

Asphalt cement has been used over a century for roadway contstruction in United States. Historically,one of the most extensively studied physical properties has been the viscosity of the asphalt binder, in particular, how the viscosity of the asphalt binder changes during a pavement's lifetime. Many attempts have bene made to relate the viscosity of the binder to its chemical composition and molecular structue. One complicating factor to understanding the exact relationship between viscosity and chemical composition arises from the extremely complex chemical composition (an asphalt may contain thousands of individual components). Another complicating factor arises from the ever changing chemical composition of the binder throughout the pavement's lifetime as a result of low temperature oxidation. As a result, most attempts to correlate a binder's viscosity to the binder's chemical composition have been in terms of only a few pseudo-components. The components found to have the greatest influence on the viscosity are referred to collectively as the asphaltenes.
机译:沥青水泥在美国已用于道路施工超过一个世纪。历史上,最广泛研究的物理性质之一是沥青粘合剂的粘度,特别是沥青粘合剂的粘度在路面的使用寿命中如何变化。已经进行了许多尝试来使粘合剂的粘度与其化学组成和分子结构相关联。理解粘度和化学成分之间确切关系的一个复杂因素来自极其复杂的化学成分(沥青可能包含成千上万的单独成分)。另一个复杂的因素是由于低温氧化导致粘结剂在整个路面使用寿命中化学成分的不断变化。结果,大多数试图将粘合剂的粘度与粘合剂的化学组成相关联的尝试仅是少数假组分。发现对粘度影响最大的组分统称为沥青质。

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