Scholarly
    Communications Project


Document Type:Master's Thesis
Name:Alexander Kwasi Appea
Email address:aappea@vt.edu
URN:1997/00515
Title:IN-SITU BEHAVIOR OF GEOSYNTHETICALLY STABILIZED FLEXIBLE PAVEMENT
Degree:Master of Science
Department:Civil Engineering
Committee Chair: Dr. Imad L. Al-Qadi
Chair's email:alqadi@vt.edu
Committee Members:Dr. Brian J. D. Coree, Co-Chair
Dr. Thomas Brandon, Member
Keywords:geosynthetics, geotextiles, geogrid, stabilization, dynamic loading, flexible pavement, falling weight deflectometer
Date of defense:June 20, 1997
Availability:Release the entire work immediately worldwide.

Abstract:

The purpose of a geotextile separator beneath a granular base, or subbase in a flexible pavement system is to prevent the road aggregate and the underlying subgrade from intermixing. It has been hypothesized that in the absence of a geotextile, intermixing between base course aggregate and soft subgrade occurs. Nine heavily instrumented flexible pavement test sections were built in Bedford County Virginia to investigate the benefits of geosynthetic stabilization in flexible pavements. Three groups of different base course thicknesses (100, 150 and 200mm) test sections were constructed with either geotextile or geogrid stabilization or no stabilization. Woven geotextile was used in sections 2, 5 and 8. Geogrids were used in sections 3, 6 and 9, and sections 1, 4 and 7 were controls. Six Falling weight deflectometer (FWD) tests were performed on all the nine sections over 30 months. The nine sections were subjected to at least 5 load drops with wide loading range each time. The measured deflections were analyzed using the MODULUS back-calculation program to determine layer moduli. The measured deflections were used together with elastic, viscoelastic and the MODULUS program to determine the extent of intermixing at base-subgrade interface. The study concluded that a transition layer would develop when a separator is absent, especially in the weak sections (designed to fail in three years). Other measurements such as in-situ stresses, rut depth, and subsurface profiling (using ground penetrating radar) support the conclusion of the development of a transition layer.

List of Attached Files

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