Modeling of Mn/Road test sections with the CRREL mechanistic pavement design procedure ...
50p. in various pagings ... : The U.S. Army Cold Regions Research and Engineering Laboratory is developing a mechanistic pavement design procedure for use in seasonal frost areas. The procedure was used to predict pavement performance of some test sections under construction at the Mn/ROAD facility....
Main Authors: | , |
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Format: | Report |
Language: | English |
Published: |
United States Army Corps of Engineers: Cold Regions Research and Engineering Laboratory
1996
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Subjects: | |
Online Access: | https://dx.doi.org/10.21949/1404575 https://rosap.ntl.bts.gov/view/dot/13247 |
_version_ | 1833745276942155776 |
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author | Bigl, Susan R. Berg, Richard L |
author_facet | Bigl, Susan R. Berg, Richard L |
author_sort | Bigl, Susan R. |
collection | DataCite |
description | 50p. in various pagings ... : The U.S. Army Cold Regions Research and Engineering Laboratory is developing a mechanistic pavement design procedure for use in seasonal frost areas. The procedure was used to predict pavement performance of some test sections under construction at the Mn/ROAD facility. Simulations were conducted in three phases, investigating the effects on predictions of water table position, subgrade characteristics, asphalt model, and freeze season characteristics. The procedure predicted significantly different performance by the different test sections and highly variable results depending on the performance model applied. The simulated performance of the tests sections also was greatly affected by the subgrade conditions, e.g., density, soil moisture, and water table depth. In general, predictions for the full-depth asphalt sections indicate that they will not fail due to cracking, but two of the three criteria for subgrade rutting indicate failure before the five- or 10-year design life of the sections. Conven-tional ... |
format | Report |
genre | Cold Regions Research and Engineering Laboratory |
genre_facet | Cold Regions Research and Engineering Laboratory |
id | ftdatacite:10.21949/1404575 |
institution | Open Polar |
language | English |
op_collection_id | ftdatacite |
op_doi | https://doi.org/10.21949/1404575https://doi.org/10.21949/1530857 |
op_relation | https://dx.doi.org/https://doi.org/10.21949/1530857 |
op_rights | Creative Commons Public Domain Dedication and Certification https://creativecommons.org/licenses/publicdomain/ cc-pddc |
publishDate | 1996 |
publisher | United States Army Corps of Engineers: Cold Regions Research and Engineering Laboratory |
record_format | openpolar |
spelling | ftdatacite:10.21949/1404575 2025-06-01T14:38:35+00:00 Modeling of Mn/Road test sections with the CRREL mechanistic pavement design procedure ... Bigl, Susan R. Berg, Richard L 1996 application/pdf https://dx.doi.org/10.21949/1404575 https://rosap.ntl.bts.gov/view/dot/13247 en eng United States Army Corps of Engineers: Cold Regions Research and Engineering Laboratory https://dx.doi.org/https://doi.org/10.21949/1530857 Creative Commons Public Domain Dedication and Certification https://creativecommons.org/licenses/publicdomain/ cc-pddc Pavement design Test procedures Frost damage Asphalt Pavement performance Report Tech Report report 1996 ftdatacite https://doi.org/10.21949/1404575https://doi.org/10.21949/1530857 2025-05-04T15:17:50Z 50p. in various pagings ... : The U.S. Army Cold Regions Research and Engineering Laboratory is developing a mechanistic pavement design procedure for use in seasonal frost areas. The procedure was used to predict pavement performance of some test sections under construction at the Mn/ROAD facility. Simulations were conducted in three phases, investigating the effects on predictions of water table position, subgrade characteristics, asphalt model, and freeze season characteristics. The procedure predicted significantly different performance by the different test sections and highly variable results depending on the performance model applied. The simulated performance of the tests sections also was greatly affected by the subgrade conditions, e.g., density, soil moisture, and water table depth. In general, predictions for the full-depth asphalt sections indicate that they will not fail due to cracking, but two of the three criteria for subgrade rutting indicate failure before the five- or 10-year design life of the sections. Conven-tional ... Report Cold Regions Research and Engineering Laboratory DataCite |
spellingShingle | Pavement design Test procedures Frost damage Asphalt Pavement performance Bigl, Susan R. Berg, Richard L Modeling of Mn/Road test sections with the CRREL mechanistic pavement design procedure ... |
title | Modeling of Mn/Road test sections with the CRREL mechanistic pavement design procedure ... |
title_full | Modeling of Mn/Road test sections with the CRREL mechanistic pavement design procedure ... |
title_fullStr | Modeling of Mn/Road test sections with the CRREL mechanistic pavement design procedure ... |
title_full_unstemmed | Modeling of Mn/Road test sections with the CRREL mechanistic pavement design procedure ... |
title_short | Modeling of Mn/Road test sections with the CRREL mechanistic pavement design procedure ... |
title_sort | modeling of mn/road test sections with the crrel mechanistic pavement design procedure ... |
topic | Pavement design Test procedures Frost damage Asphalt Pavement performance |
topic_facet | Pavement design Test procedures Frost damage Asphalt Pavement performance |
url | https://dx.doi.org/10.21949/1404575 https://rosap.ntl.bts.gov/view/dot/13247 |