Influence of Geogrid Aperture Size on the Behavior of Mechanically Stabilized Pavements-Reference-Cited by-同舟云学术

Influence of Geogrid Aperture Size on the Behavior of Mechanically Stabilized Pavements

Published:2021-06-04 Issue: Volume: Page:
ISSN:
Container-title:Airfield and Highway Pavements 2021
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Author:

Baadiga Ramu¹¹¹,Balunaini Umashankar¹¹¹,Saride Sireesh¹¹¹

Affiliation:

1. Dept. of Civil Engineering, Indian Institute of Technology, Hyderabad, India.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784483510.025

Reference15 articles.

1. AASHTO (American Association of State Highway and Transportation Officials). (1993). Guide for design of pavement structures., Washington, DC, USA.

2. Potential benefits of geosynthetics in flexible pavement systems;Barksdale R. D.;Transportation Research Record,1989

3. Giroud J. P. and Han J. (2013). “Design of geosynthetic-reinforced unpaved and paved roads.” Short course Geosynthetics 2013 Long Beach CA April 4.

4. Evaluation of layer coefficient ratios for geogrid-reinforced bases of flexible pavements;Goud G. N.;J. Road Mater. Pavem. Des,2020

5. Geogrid reinforcement of granular bases in flexible pavements;Haas R.;Transportation Research Record,1988

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