Evaluation of healing potential of bituminous binders using a viscoelastic continuum damage approach

被引：17
作者：
Baglieri, Orazio [1 ]
Tsantilis, Lucia [1 ]
Santagata, Ezio [1 ]
机构：
[1] Politecn Torino, Dept Environm Land & Infrastruct Engn, 24,Cso Duca Abruzzi, I-10129 Turin, Italy
来源：
CONSTRUCTION AND BUILDING MATERIALS | 2018年 / 184卷
关键词：
Bituminous binder; Polymer modification; Healing; Viscoelastic continuum damage theory; ASPHALT MIXTURES; FATIGUE DAMAGE; BEHAVIOR; MODEL; RECOVERY; POLYMERS; MEDIA; TIME;
D O I：
10.1016/j.conbuildmat.2018.05.228
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A simplified viscoelastic continuum damage model was adopted to analyze experimental data obtained from healing tests consisting of continuous shear loading interrupted by single rest periods. Tests were conducted on various bituminous binders with the purpose of highlighting the aptitude of the proposed methodology in discriminating and ranking their healing potential. Healing was quantitatively assessed by introducing two indicators (HRc and HRs) derived from damage characteristic functions. Results revealed the existence of some irreversible damage after continuous shear loading. In addition, even though polymer modification enhances healing properties of base bitumen, in some cases neat binders may outperform polymer-modified binders. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码：344 / 350
页数：7
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