Mineral filler is a major constituent in the bituminous mix and its properties are closely related to mastic behavior. As a result, it is of great importance to appraise the relationship between filler property and mastic behavior. For this purpose, twelve mineral fillers fabricated by the same grinding and sieving methods were physically, chemically and geometrically characterized. The pull-off tensile test was employed to evaluate the cohesive behavior of varying mastics. Results showed that twelve mineral fillers presented differences in physical, chemical and geometrical properties, giving rise to the variation in mastic cohesive strength at low temperatures. Moreover, specific surface area and form factor were supposed to be the determining influential factors for mastic cohesive strength at low temperatures based on the results of grey relational analysis, regardless of filler lithology and filler particle size.

矿物填料是沥青混合料中的主要成分，其性能与胶粘性能密切相关。因此，评估填料性能与胶粘剂行为之间的关系非常重要。为此，对通过相同的研磨和筛分方法制造的 12 种矿物填料进行了物理、化学和几何表征。采用拉拔拉伸试验来评估不同胶粘剂的内聚行为。结果表明，12 种矿物填料在物理、化学和几何特性方面存在差异，从而导致低温下胶泥内聚强度的变化。而且，