Prediction of Mechanical Alterations in Multi-Layer Sbs-Modified Hot Mix Asphalt and Soil-Foundation Structure

Author:

Karakas Ahmet Sertac1ORCID,Ortes Faruk2ORCID

Affiliation:

1. Construction and Technical Department, Istanbul University, Istanbul, Turkey

2. Department of Mechanical Engineering, Istanbul University-Cerrahpasa, Istanbul, Turkey

Abstract

Traffic and environmental conditions are key parameters in road applications. Empirical studies and numerical analyses, which are widely adopted in material design studies, are used for analysing superstructures of the roads, and developmental approaches are improved for future designs as well. In flexible pavements, polymer and fibre-reinforced additives are frequently used to make them durable against deteriorations and to extend their service life. One of the additives that is mostly preferred is the Styrene Butadiene Styrene (SBS) material thanks to a variety of their physical and chemical properties. Physical and mechanical properties of the natural ground layer and its interactions with the superstructure are crucial parameters in terms of performance under various environmental and traffic conditions. In this study, the use of SBS-modified Hot Mix Asphalt (HMA) was examined as a flexible superstructure, and the mechanical properties of the granular base and the natural ground layer were tested. The stress and deformation occurring within layers in various periods were also considered. The presented study is a suitable tool for the use of additives that significantly contribute to the mechanical properties and service life of the roads. In this study, it is concluded that the use of additives significantly improves the mechanical response and service life of the roads.

Publisher

Riga Technical University

Subject

Building and Construction,Civil and Structural Engineering

Reference32 articles.

1. Ahmedzade P., Kuloglu N., Ahmedzade M., Karakas A. S., Kuloglu M., & Yilmaz M. (2007). Examination of the Rheological Properties of Pure and SBS Modified Bitumen Classical and Superpave Method. Firat University Scientific Research Projects Unit, Project No. 2003K120440.

2. Akbulut, H., & Aslantas, K. (2005). Finite element analysis of stress distribution on bituminous pavement and failure mechanism. Materials & Design, 26(4), 383–387. https://doi.org/10.1016/j.matdes.2004.05.017

3. Ameri, M., Mansourian, M., Khavas, H., Aliha, M. R. M., & Ayatollahi, M. R. (2011). Cracked asphalt pavement under traffic loading – A 3D finite element analysis, Engineering Fracture Mechanics, 78(8), 1817–1826. https://doi.org/10.1016/j.engfracmech.2010.12.013

4. Boussinesq, J. (1885). Application des Potentials an L’etude de L’equilbre et du Movement des Solids Elastiques. Gauthier-Villars, Paris.

5. Burland, J. B., Broms, B. B., & De Mello, V. F. B. (1977). Behavior of foundations and structures, In Proceedings of the 9th international conference on soil mechanics and Foundation Engineering, Tokyo, pp. 495–538.

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