利用两点弯曲试验估算沥青混合料的疲劳行为

IF 1 Q4 ENGINEERING, CIVIL
C. Petcu, C. Răcănel
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引用次数: 0

摘要

在确定道路结构和街道工程的尺寸时,必须考虑到沥青层的疲劳性能。为了满足这一疲劳标准,必须使用实验室试验来确定沥青混合物的材料特性和疲劳寿命。本文的目的是利用一种特定的实验室试验:梯形试样两点恒应变弯曲疲劳试验来研究裂缝的起始阶段。实验室测试是针对用于耐磨层的三种沥青混合料进行的,每种混合料都先后含有两种不同类型的沥青(一种是进口沥青,一种是罗马尼亚沥青)。本文得出的结论是混合料类型和沥青对所得特性的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Estimation of Asphalt Mixture Fatigue Behaviour Using the Two-Point Bending Test
The fatigue behaviour of bituminous layers must be taken into account when dimensioning road structures and projecting streets. To satisfy this fatigue criterion, laboratory tests must be used to determine the material characteristics and fatigue life of bituminous mixtures. The aim of this article is to study the crack initiation stage using a specific laboratory test: the two-point constant strain bending fatigue test on trapezoidal specimens. The laboratory tests were carried out on three types of bituminous mixes used in the wearing course, each containing successively two different types of bitumen (one imported and one Romanian). The conclusions drawn from this article refer to the influence of mix type and bitumen on the characteristics obtained.
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来源期刊
自引率
9.10%
发文量
18
审稿时长
12 weeks
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