STRUCTURAL DESIGN OF PORTLAND CEMENT CONCRETE PAVEMENT OF KAKOGAWA BYPASS

THE STRUCTURAL DESIGN OF THE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT OF KAKOGAWA BYPASS, INCLUDING SLAB THICKNESS AND SUBBASE THICKNESS WHICH WERE DESIGNED APPLYING THE ANALYTICAL METHOD DEVELOPED BY PUBLIC WORKS RESEARCH INSTITUTE, MINISTRY OF CONSTRUCTION, JAPAN, WAS INVESTIGATED. PRIOR TO THIS, A SURVEY ON THE CRACKING OF OMIYA BYPASS, WHICH WAS DESIGNED BY THE CURRENT DESIGN MANUAL IN JAPAN, WAS CARRIED OUT. /JRA/

• Authors:
  • Ikuse, T
  • Iijima, T
• Publication Date: 1970

Media Info

• Features: Figures; Tables;
• Pagination: p. 54-60
• Serial:
  • Japan Road Association Annual Report of Roads
  • Publisher: Japan Road Association

Subject/Index Terms

• TRT Terms: Fracture mechanics; Pavement design; Pavements; Portland cement concrete; Slabs; Structural design; Subbase (Pavements); Thickness
• Uncontrolled Terms: Subbase
• Old TRIS Terms: Pavement course thickness
• Subject Areas: Highways; Pavements;

Filing Info

• Accession Number: 00206018
• Record Type: Publication
• Files: TRIS
• Created Date: Aug 7 1972 12:00AM