PREDICTION OF DAMAGE TO FLEXIBLE PAVEMENTS IN SEASONAL FROST AREAS
The U.S. Army Cold Regions Research and Engineering Laboratory (CRREL) is developing a mechanistic pavement design method for use in seasonal frost areas by the Corps of Engineers and the Air Force. The mechanistic method will employ results from a series of five computer programs that compute soil and pavement moisture and temperature conditions (FROST1), resilient modulus and Poisson's ratio (TRANSFORM), stresses and strains in the pavement system (JULEA and NELAPAV), and cumulative damage (CUMDAM). The model has been calibrated for the properties of six soils. Five fatigue equations, three based on horizontal strain at the bottom of the asphalt layer and two based on vertical strain at the top of the subgrade, are used to determine the cumulative damage for two-, three-, and four-layer pavement sections at Springfield, Missouri, and Rochester, Minnesota. Although all of the equations predicted failure during the design life for each pavement section modeled, significant jumps occurred during the spring, indicating that the thaw period is crucial in the fatigue life of a pavement.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/0309050707
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Supplemental Notes:
- This paper appears in Transportation Research Record No. 1286, Design and Evaluation of Rigid and Flexible Pavements 1990. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved
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Authors:
- Allen, W
- Berg, R L
- BIGL, S
- Publication Date: 1990
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 234-247
- Monograph Title: Design and evaluation of rigid and flexible pavements
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Serial:
- Transportation Research Record
- Issue Number: 1286
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Computer programs; Design; Design methods; Equations; Failure; Fatigue (Mechanics); Flexible pavements; Forecasting; Loss and damage; Mechanical analysis; Mechanistic design; Modulus of resilience; Moisture content; Poisson ratio; Seasonally frozen ground; Strain (Mechanics); Strength of materials; Stresses; Temperature; Thaw
- Uncontrolled Terms: Spring breakup; Thaw weakening
- Old TRIS Terms: Poissons ratio; Strains
- Subject Areas: Design; Geotechnology; Highways; Pavements; I22: Design of Pavements, Railways and Guideways; I23: Properties of Road Surfaces; I42: Soil Mechanics;
Filing Info
- Accession Number: 00607741
- Record Type: Publication
- ISBN: 0309050707
- Files: TRIS, TRB
- Created Date: Apr 30 1991 12:00AM