Determination of the fatigue-cracking resistance of asphalt concrete mixtures at low temperatures

被引：11

作者：

Mun, Sungho ^{[1
]}

Lee, Sangyum ^{[2
]}

机构：

[1] Korea Expressway Corp, Expressway & Transportat Res Inst, Hwaseong Si 445812, Gyeonggi Do, South Korea

[2] Seoul Metropolitan Govt, Rd Management Div, Seoul 100110, South Korea

来源：

COLD REGIONS SCIENCE AND TECHNOLOGY | 2010年 / 61卷 / 2-3期

关键词：

Viscoelastic continuum damage; Hot-mix asphalt; Dynamic modulus; Direct tension test; Lime-modified mixture; DAMAGE; BEHAVIOR; MODEL;

D O I：

10.1016/j.coldregions.2010.02.003

中图分类号：

X [环境科学、安全科学];

学科分类号：

08 ; 0830 ;

摘要：

This paper describes how to determine the fatigue-cracking resistance of hot-mix asphalt (HMA) mixtures and formulate a viscoelastic continuum damage algorithm based on the comparison between measured and calculated strain vs. stress histories at low temperatures. The fatigue-cracking resistance characteristics evaluated in this study were based on the dynamic modulus test for material stiffness characterization and the constant-crosshead-rate tension test for fatigue-cracking characterization, using dense-graded and lime-modified HMA mixtures. The main contributions of this paper are the methods for determining the optimum asphalt content of the HMA mixtures to improve fatigue-cracking resistance and for evaluating the fatigue-cracking resistance of various HMA mixtures. (C) 2010 Elsevier B.V. All rights reserved.

引用

页码：116 / 124

页数：9

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