Falling weight deflectometer analysis of flexible pavement structure built with geotextile drainage layers
Author:
Affiliation:
1. Civil Engineering Department, Université Laval, Quebec, QC G1V 0A6, Canada.
Publisher
Canadian Science Publishing
Subject
General Environmental Science,Civil and Structural Engineering
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/cjce-2013-0217
Reference29 articles.
1. Eight-Year Field Performance of Secondary Road Incorporating Geosynthetics at Subgrade-Base Interface
2. American Association for State Highway and Transportation Officials (AASHTO). 1993. Guide for design of pavement structures. American Association of State Highway Officials.
3. Asphalt Institute. 1991. Thickness design-asphalt pavements for highways and streets. Manual Series No. 1, Asphalt Institute.
4. Water sensitivity of resilient modulus of compacted unbound granular materials used as pavement base
5. Estimation of tensile strains at the bottom of asphalt concrete layers under wheel loading using deflection basins from falling weight deflectometer tests
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1. Investigation Into Sustainable Application of Class C Fly Ash Layer in Flexible Pavement;Journal of Hazardous, Toxic, and Radioactive Waste;2023-01
2. Effects of Adding a Geotextile into a Pavement Structure on FWD Experimental Data and Estimated Pavement Remaining Service Life;RILEM Bookseries;2021-09-26
3. Study on asphalt layer of composite pavement temperature shrinkage stress considering stress relaxation;Materials and Structures;2021-01-21
4. Laboratory evaluation of flexible pavement structures containing geocomposite drainage layers using light weight deflectometer;Geotextiles and Geomembranes;2015-04
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