Failure Mechanism and Design Criterion for Low-Volume Roads Subgrade Widening
During the past decade, a large number of low-volume roads have been rebuilt in China to accommodate a sharp increase in traffic volume. An in situ investigation of highway reconstruction found cracking, a pattern typical of deterioration in pavements related to subgrade widening. The cracking is caused by the development of differential deformations between the widened subgrade and the existing subgrade. On the basis of finite element analysis and full-scale simulation laboratory tests, characteristics of subgrade differential deformation and its impact on pavement performance were studied. For typical asphalt pavements with a semirigid base course, three kinds of cracking modes related to subgrade widening were noted: shear cracking, bottom-up cracking under wheel loads, and top-down cracking induced by subgrade differential deformations. Finally, on the basis of the sensitivity of pavement cracking to change in horizontal slope, a design criterion for pavement subgrade widening was proposed.
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- Summary URL:
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Availability:
- Find a library where document is available. Order URL: http://www.trb.org/Main/Public/Blurbs/158926.aspx
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Authors:
- Ling, Jianming
- Qian, Jinsong
- Huang, Qinlong
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Conference:
- 9th International Conference on Low-Volume Roads
- Location: Austin Texas, United States
- Date: 2007-6-24 to 2007-6-27
- Publication Date: 2007
Language
- English
Media Info
- Media Type: Print
- Features: Figures; Photos; References; Tables;
- Pagination: pp 135-141
- Monograph Title: Low-Volume Roads 2007. Volume 2
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Serial:
- Transportation Research Record: Journal of the Transportation Research Board
- Issue Number: 1989
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Asphalt pavements; Deformation; Failure; Finite element method; Laboratory tests; Low volume roads; Pavement cracking; Pavement widening; Subgrade (Pavements)
- Uncontrolled Terms: Design criteria
- Geographic Terms: China
- Subject Areas: Design; Geotechnology; Highways; Pavements; I22: Design of Pavements, Railways and Guideways; I42: Soil Mechanics;
Filing Info
- Accession Number: 01051237
- Record Type: Publication
- ISBN: 9780309104630
- Files: TRIS, TRB, ATRI
- Created Date: Jun 8 2007 8:50AM