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Effect evaluation of freeze-thaw on resilient modulus of unsaturated granular base course material in pavement

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Title: Effect evaluation of freeze-thaw on resilient modulus of unsaturated granular base course material in pavement
Authors: Ishikawa, Tatsuya Browse this author →KAKEN DB
Lin, Tianshu Browse this author
Kawabata, Shinichiro Browse this author
Kameyama, Shuichi Browse this author
Tokoro, Tetsuya Browse this author
Keywords: Base course
Resilient deformation characteristics
Unsaturated soil
Freeze-thaw action
Laboratory element test
Issue Date: Dec-2019
Publisher: Elsevier
Journal Title: Transportation geotechnics
Volume: 21
Start Page: 100284
Publisher DOI: 10.1016/j.trgeo.2019.100284
Abstract: This study examines the effects of freeze-thaw and water content on the resilient deformation characteristics of subbase course materials to evaluate the mechanical behavior of granular base in cold regions. A series of resilient modulus tests on subbase course materials under various water contents were conducted using a newly developed test apparatus. Besides, the test results were compared with the results of freeze-thaw CBR tests and the long-term field measurement at a model pavement structure including FWD tests. As the results, it was revealed that the resilient deformation characteristics of unbound granular base materials (UGBMs) deteriorate due to freeze-thaw and increment of the water content in thawing season. This indicates that the freeze-thaw of granular base has a strong influence on the fatigue life of pavement structures.
Rights: © <2019>. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/
http://creativecommons.org/licenses/by-nc-nd/4.0/
Type: article (author version)
URI: http://hdl.handle.net/2115/83366
Appears in Collections:工学院・工学研究院 (Graduate School of Engineering / Faculty of Engineering) > 雑誌発表論文等 (Peer-reviewed Journal Articles, etc)

Submitter: 石川 達也

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