Influence of the interface conditions on flexible pavement structures life

IF 0.1 Q4 ENGINEERING, CIVIL Romanian Journal of Transport Infrastructure Pub Date : 2016-07-01 DOI:10.1515/rjti-2016-0040
Ş. Lazăr, E. Diaconu
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引用次数: 2

Abstract

Abstract This paper aims to establish the interface conditions influence on the flexible pavement structures life. The methodology consists in using the interface constitutive model available in the Alizé calculation program to calculate the stresses and strains in the flexible pavement structures. The design criteria related to limiting fatigue cracking of asphalt layers and permanent deformations at the subgrade level from the road bed are used to estimate the flexible pavement structures lifetime. When calculating the critical stresses and strains, most mechanical design methods of the flexible pavement structures considers that the road layers at interfaces are perfect bonded or total unbonded. Proper modeling of the interface binding condition is an important aspect in understanding the real behaviour of in-service flexible pavement structures.
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界面条件对柔性路面结构寿命的影响
摘要本文旨在建立界面条件对柔性路面结构寿命的影响。该方法是利用aliz计算程序中的界面本构模型计算柔性路面结构的应力和应变。采用限制沥青层疲劳开裂和路基层产生的永久变形的设计准则来估计柔性路面结构的寿命。柔性路面结构的力学设计方法在计算临界应力和应变时,大多认为界面处的路面层是完全粘结或完全不粘结的。正确建模界面约束条件是理解在役柔性路面结构真实行为的一个重要方面。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
自引率
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发文量
6
审稿时长
10 weeks
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