Geosynthetic Material Suitable Depth Staying to Control Failure of Pavement Rutting

Abstract:

The use of Geosynthetic Material is developing in different countries. They are using from Geosynthetic Material in pavement to control and prevent from critical failure such as permanent deformation or rutting and reflective cracks. These materials are effective in reduction of pavement vertical deformation; because they increase shear bearing capacity in soil and aggregated layers. In present research, some scientific resources, which have referred to Geosynthetic Material usage in development and operation activities, are presented. In continuation, the appropriate depth of Geosynthetic layer is calculated by used software. By considering the obtained result; whatever the Geosynthetic layer is nearer to surface, the rutting depth will be fewer. The fully bounded operation of this layer causes its function prevents from this kind of failure.

• Periodical: Advanced Materials Research (Volumes 255-260)
• Pages: 3454-3458
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.255-260.3454
• Online since: May 2011
• Authors: Mohammad M. Khabiri
• Keywords: Geosynthetic Material, Geotextile, Pavement Rutting, Permanent Deformation, Strain Analysis, Stress Analysis

References

[1] A. Khadivi, and S. Saket, "Geogrid Operation", (2006), www.ngdir.ir, p.37.

[2] F. Tatsuoka, R. Bathurst, E. Peter and G. Zornberg ,"Advances In Geosynthetic Materials and Applications for Soil Reinforcement and Environmental Protection Works" , (2008),38p.

[3] H. Moayedi, B. Bujang , K. Kazemians and A. Asadi, "Optimization Of Tension Absorption Of Geosynthetic Through Reinforced Slope", Vol. 15, Bund. B, (2010), pp.93-104.

[4] J.G. Zornberg and R. Gupta , "Reinforcement of Pavements Over Expansive Clay Subgrade", Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering, (2009), pp.765-768.

[5] S. Perkins, "Mechanistic-Empirical Modeling and Design Model Development of Geosynthetic Reinforced Flexible Pavements", Final Report, FHWA/Mt, (2001), 171p.

[6] A. Laurinavičius1 and R. Oginskas, "Experimental Research on the Development of Rutting in Asphalt Concrete Pavements Reinforced with Geosynthetic Materials", Journal of Civil Engineering and Management, Vol. 7, No 4, (2006), p.311–317.

DOI: 10.3846/13923730.2006.9636408

[7] S.H. Karen, R. Cortez ,S. Lawrence and L. Danyluk , "Construction and Instrumentation of Full-Scale Geogrid Reinforced Pavement Test Sections", Engineer Research and Development Center Hanover Cold Regions Research and Engineering Lab ,Technical Report, (2008),70 P.

[8] B. Amanda and E. Brooks, "Geosynthetic Materials in Reflective Crack Prevention", Oregon Department of Transportation, (2007), 40p.

[9] A. Khodaii, S. Fallah, and F. Moghadasnejad, "Effects Of Geosynthetic On Reduction of Deflection Cracking in Asphalt Overlays", Geotextile and Geomembranes, Volume 27, Issue 1, (2009), pp.1-8 .

DOI: 10.1016/j.geotexmem.2008.05.007

[10] S. Perkins, R. Barry, and E.L. Christopher, "Development of Design Methods for Geosynthetic ReinforcedFlexible Pavements", Final Report Prepared for the U.S. Department of Transportation Federal Highway Administration, (2004), 284p.