Temperature implications on rheological-mechanical behavior and design of high modulus dense asphalt mix

被引：5
|
作者：
Barra, Breno [1 ]
Momm, Leto [1 ]
Guerrero, Yader [1 ]
Al-Qureshi, Hazim Ali [1 ]
Mikowski, Alexandre [1 ]
Michels, Rodrigo [1 ]
机构：
[1] Fed Univ Santa Catarina UFSC, Postgrad Program Engn & Mech Sci Post ECM, Rua Doutor Joao Colin 2700, BR-89218035 Joinville, SC, Brazil
来源：
CONSTRUCTION AND BUILDING MATERIALS | 2016年 / 125卷
关键词：
Asphalt mix; Design; Mechanical behavior; Rheology; Temperature;
D O I：
10.1016/j.conbuildmat.2016.08.037
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The main aim of this paper is to evaluate the influence of temperature on mechanical-Theological behavior and design of high modulus dense asphalt mix. Analytical procedures were conceived based on the French rational methodology. The asphalt mix formulated was tested through two point bending complex modulus and fatigue tests. Numerical simulations using Huet-Sayegh viscoelastic linear model and computerized tools Viscoanalyse and Viscoroute were proceeded to design asphalt pavement structures. The results obtained indicate the critical energy dissipation temperature verified in complex plan has decisive influence on the asphalt mix behavior and must be analyzed particularly for designing asphalt pavement structures. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码：135 / 144
页数：10
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