Back-calculation method for determining the maximum RAP content in Stone Matrix Asphalt mixtures with good fatigue performance based on asphalt mortar tests

被引:24
|
作者
Riccardi, C. [1 ]
Falchetto, A. Cannone [2 ]
Losa, M. [1 ]
Wistuba, M. [2 ]
机构
[1] Univ Pisa, Dept Civil & Ind Engn, Largo Lucia Lazzarino 2, I-56126 Pisa, Italy
[2] Tech Univ Carolo Wilhelmina Braunschweig, Braunschweig Pavement Engn Ctr ISBS, Beethovenstr 51b, D-38106 Braunschweig, Germany
关键词
Reclaimed Asphalt Pavement; Asphalt mortar; Dynamic Shear Rheometer; Fatigue; Linear Amplitude Sweep; Stone Matrix Asphalt; Nielsen model; BINDER;
D O I
10.1016/j.conbuildmat.2016.05.086
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a simple method to determine the amount of Reclaimed Asphalt Pavement (RAP) that can be added to Stone Matrix Asphalt (SMA) mixtures without compromising the fatigue resistance. Dynamic Shear Rheometer tests (DSR) on binder and mortars composed with fine RAP particles, called Selected Recycled Asphalt Pavement (SRAP) are used together with the Nielsen model to back-calculate the norm of the complex modulus of the bituminous blend of fresh and RAP binder. Fatigue properties are derived from parameter G*sin delta and Linear Amplitude Sweep tests. The analysis indicates that a limiting SRAP binder content of 23% can be included in SMA mixtures with satisfactory fatigue performance. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:364 / 372
页数:9
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