AN EXTENDED FATIGUE FAILURE CRITERION FOR ASPHALT MIXES
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- HIMENO Kenji
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
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- WATANABE Takashi
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
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- MARUYAMA Teruhiko
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
Bibliographic Information
- Other Title
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- アスファルト混合物の拡張された疲労破壊規準に関する研究
- アスファルト コンゴウブツ ノ カクチョウサレタ ヒロウ ハカイ キジュン
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Abstract
The fatigue failure criterion for asphalt mix based on the energy dissipation theory was presented and it was extended to cover wide range of mix stiffness modulus. A special emphasis was placed on the low stiffness range in an attempt to establish a reasonable criterion which is also valid for the top surface of mix slab. By laboratory wheel tracking fatigue tests, it was found that fatigue cracks can take place at both surfaces of the slabs, and that the predicted fatigue lives by the new criterion correspond well with the structural failure points in both cases.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 1987 (378), 259-268, 1987-02-20
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205601070976
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- NII Article ID
- 130003980645
- 40004505534
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- NII Book ID
- AN10014020
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- ISSN
- 18827187
- 02897806
- http://id.crossref.org/issn/02897806
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- NDL BIB ID
- 3115512
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed