Moisture Content Numerical Simulation on Structural Damage of Hot Mix Asphaltic Pavement

2nd International Conference on Civil Engineering and Materials Science

Abejide, O.S.^1 ; Mostafa, M.M.H.^1

Sustainable Urban Roads and Transportation (SURT), Research Group, Department of Civil Engineering, Central University of Technology, Private Bag X20539, Bloemfontein, Free State

9300, South Africa^1

关键词: Communication activities;    Economic development;    Flexible pavement structure;    Flexible pavements;    Road transportation;    Structural collapse;    Structural damages;    Temperature variation;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/216/1/012048/pdf
DOI  :  10.1088/1757-899X/216/1/012048

来源: IOP

【 摘 要 】

Considering the merits of road transportation in the economy and communication activities of the modern societies, it is imperative to design a safe, stable, efficient and cost effective road that will lead to increased economic development and growth of the South African nation. Although, the overarching effect of failed roads has in many ways led to increased travel time, loss of life and property; leading to reduced driver control on failed road sections (riding quality). Thus, time rate delamination of flexible pavement is a major focus of this study. Since structural collapse in a flexible pavement structure is caused by the evolution of different types of damage mechanisms; fatigue cracking, advanced crushing, temperature variation, and delamination. The effect of moisture content on HMA was analysed. The analysis from the multi-layered elastic model indicates that increase in moisture content in the underlying layer of HMA pavement results to increase in the strain of the individual layers and culminates to a decrease in the structural carrying capacity of the pavement with respect to number of load cycles that can be carried on the HMA pavement. This study shows a clear relationship between the moisture/saturation coefficient and the Elastic Modulus of the underlying geometric material layer properties of the pavement during the service life of the pavement.