STRUCTURAL DESIGN OF AIRPORT ASPHALT PAVEMENTS WITH HIGH GROUNDWATER LEVEL

• HACHIYA Yoshitaka

  THE JAPAN SOCIETY OF CIVIL ENGINEERS

• AKIMOTO Keiichi

  THE JAPAN SOCIETY OF CIVIL ENGINEERS `

Bibliographic Information

Other Title

• 高地下水位下における空港アスファルト舗装の構造設計
• コウ チカ スイイカ ニ オケル クウコウ アスファルト ホソウ ノ コウゾウ セッケイ

Abstract

When airport pavements are constructed on the ground with a high groundwater level, not only subgrade but base course might be submerged. When heavy loads applied repeatedly to the pavement in the submerged condition, much severer damages will be caused. Therefore, the structural design method for airport asphalt pavements under this condition is developed in this study. First, the mechanical properties of both asphalt concrete and soil materials were examined in laboratory tests. Then, the bearing capacities of several experimental pavements under various groundwater conditions were evaluated. Finally, the structural design procedure was developed by the use of the multi-layer linear elastic theory.

Journal

• Doboku Gakkai Ronbunshu

  Doboku Gakkai Ronbunshu 1999 (613), 19-30, 1999-02-20

  Japan Society of Civil Engineers

Keywords

• airport
• asphalt pavement
• groundwater
• structural design
• laboratory test
• experimental pavement

Details

• CRID: 1390282680286089856
• NII Article ID: 10002527645
• NII Article ID: 130003983147
• NII Book ID: AN10014020
• DOI: 10.2208/jscej.1999.613_19
• ISSN: 18827187
• ISSN: 02897806
• NDL BIB ID: 4669388
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I4669388
• Web Site: https://www.jstage.jst.go.jp/article/jscej1984/1999/613/1999_613_19/_pdf
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed