Consideration of fatigue resistance tests variability in pavement design methodology

被引：8

作者：

Zak, Josef ^{[1
]}

Monismith, Carl L. ^{[2
]}

Jaruskova, Daniela ^{[3
]}

机构：

[1] Czech Tech Univ, Dept Rd Struct, Fac Civil Engn, Prague 16629, Czech Republic

[2] Univ Calif Berkeley, Fac Civil & Environm Engn, Berkeley, CA 94720 USA

[3] Czech Tech Univ, Dept Math, Fac Civil Engn, Prague 16629, Czech Republic

来源：

INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING | 2015年 / 16卷 / 01期

关键词：

fatigue resistance; partial variance coefficient; reproducibility; repeatability; pavement design;

D O I：

10.1080/10298436.2014.942858

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The article is focused on the description of a road pavement design procedure and introduces a specific method of considering the repeatability and reproducibility of the fatigue resistance test. An example is taken from the Czech Road Pavement Design Methodology pursuant to TP 170 (2004, Navrhovani Vozovek Pozemnich Komunikaci, Ministry of Transport, Czech Republic, available from: [GRAPHICS] ). The article draws on foreign experience in the consideration of fatigue resistance in France and the USA, and the objective of the designed methodology is to bring the results of laboratory tests closer to a specific road pavement design allowing a better distinction in the quality of bitumen mixtures used in the design of road pavements.

引用

页码：91 / 96

页数：6

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