Reflection Crack Analysis of Asphalt Overlay on Cement Concrete Pavement Based on XFEM

Author:

Li Qiang12ORCID,Chen Zhixiang1ORCID,Luo Shaohui1ORCID

Affiliation:

1. School of Traffic and Transportation Engineering, Changsha University of Science and Technology, Changsha 410114, China

2. National Engineering Laboratory for Highway Maintenance Technology, Changsha University of Science and Technology, Changsha 410114, China

Abstract

Based on the improved Paris formula, the reflection cracking characteristics of asphalt overlay on the cement concrete pavement are carefully scrutinized. The fatigue life is also predicted through the indoor simulation tests and establishing the two- and three-dimensional extended finite-element method (XFEM) models. Four fracture factors of the Paris formula in the asphalt mixture are appropriately calculated by fitting the N-a curve of the indoor test, and their predicted values are then exploited in the numerical simulations. The obtained results show that the numerical model can successfully predict the results of the indoor simulation test. It indicates that the XFEM has apparent advantages in examining the reflection cracking of the asphalt overlay on the cement concrete pavement.

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

Reference24 articles.

1. Research progress of indoor reflective crack test method;W. Wang;Materials Reports,2021

2. Influence area analysis and reinforcement method of reflection crack in asphalt overlay of old cement road;H. Guo;Journal of China & Foreign Highway,2018

3. Thermal stresses in asphalt overlay paved on existing cement concrete pavements (III): thermal stresses analysis and local treatment effects;Z. Tan;Journal of Tongji University,2009

4. Research on anti-reflection crack performance of DZFH new road anti-cracking paste;R. Li;Journal of Chongqing Jianzhu University,2017

5. Evaluation of reflective cracking in pavements using a new procedure that combine loads with different frequencies

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